SECOND ATTEMPT MOJ IRRIGATION SCHEME. Resurfacing of Approach Road of Moj Irrigation scheme

NAME OF WORK :-

Resurfacing of Approach Road of Moj Irrigation scheme.

BILL OF QUANTITIES (SCHEDULE - B)

(A) Percentage Rate Tender (Upto Rs. 50 Crore)

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

1 Clearing and grubbing road land including uprooting rank, vegetation, grass 1.10 Hact. 34889.38 Rupees: Thirty Four

bushed, shrubs, saplings and trees girth up to 300mm removal of stumps of Thousand Eight

trees cut earlier and disposal of unserviceable materials Hundred Eighty Nine &

(D) by mechanical means in area of light jungle. Ps. Thirty Eight Only.

2 Supplying and stacking of crushed stone aggregates, chippings of hard of 746.00 Cum. 619.78 Rupees:Six Hundred

stone 40 to 63 mm size free of disintegrated pieces of deleterious and Ninteen & Ps. Seventy

organic matter (for W.B.M.) and grading as per I.R.C. code with 15 K.M. Eight Only.

Lead including filling the boxes.

3 Supplying and stacking of Machine crushed stone aggregates, chippings 157.00 Cum. 484.70 Rupees:Four Hundred

etc.of 6 to 10 mm size of hard stone free of disintegrated pieces, Eighty Four & Ps.

deleterious and organic matter (for WBM) and grading as per I.R.C. code Seventy Only.

with av. 15 Km. lead..Including filling the boxes.

4 Supplying and stacking of stone dust on road site including filling the 75.00 Cum. 321.49 Rupees:Three Hundred

measure boxes with average lead 15 km Twenty One & Ps. Forty

5 Supplying and stacking of Murrum binding materials with a lead up to 5 Km. 1082.00 Cum. 180.80 Rupees:One Hundred

Eighty & Ps. Eighty

6 Spreading the stone aggregate for rolling and W.B.M. including filling the 903.00 Cum. 274.73 Rupees:Two Hundred

interstices to required camber and gradient (excluding spreading of Seventy Four & Ps.

Blindage) Seventy Three Only.

(iii) 40 mm to 63 mm size aggregate

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

7 Spreading blindage or road crust filling the gaps in metal and leveling to 1157.00 Cum. 162.22 Rupees:One Hundred

camber and gradient as directed. Sixty Two & Ps. Twenty

(i) Murrum Two Only.

8 Rolling and consolidating water bound macadam (except laterite and 32370.00 Sqm. 21.69 Rupees: Twenty One &

Kankar) including watering not exceeding 150mm thickness (Main layer Ps. Sixty Nine Only.

including binding materials ) including filling in depressions which occur

during the process.

(B) With power roller exceeding 8 tonne and not exceeding 12 tonne.

9 Preparing surface by brushing with wire brushes for removing caked mud 8093.00 Sqm. 31.15 Rupees: Thirty One &

etc. sweeping with brooms and finaly fanning the cleaned surface with Ps. Fifteen Only.

gunny bags to remove all loose dirt etc.

(i) Water Bound Macadam Surface (New)

10 Providing and laying 37.50 mm Buitt up spray grout in one layer black 567.00 M.T. 2009.20 Rupees: Two Thousand

crushed stone aggregate as per gradation and specification including using Nine & Ps. Twenty Only.

bitumen VG 30 for tack coat at the rate of 4.00 Kg/10 sqmt on B.T.surface by

mechanical sprayer and bitumen VG- 30 grade mixing at the rate of

Kg.Mt. by weight of total mix (i.e.1.99%) including heating and mixing the

aggregate and bitumen by continous batching drum mix plant, transporting

the mix and spreading the same by paver finisher and consolidation with

vibratory roller including cost of all materials, fuel, labours, tools and plants

using contractor"s own Drum Mix Plant and Machineries etc. complete.

11 Providing, laying and rolling of 25 mm thick open graded premix bitumenous 486.00 M.T. 2275.25 Rupees: Two Thousand

carpet with B.T. aggregate as specified and using bitumen VG-30 for tack Two Hundred Seventy

coat at the rate of 2.50 Kg./10 Sq.Mt. on BT Surface and using bitumen VG- Five & Ps. Twenty Five

30 for mixing with aggregat at rate of 3.40 % i.e. 34.00 Kg/M.T. of total mix Only.

including heating and mixing in drum mix plant, spreading the same with

paver finisher and consolidation with vibratory roller including necessary fire,

wood, oil, lubricants, labour charges etc. using contractor"s own Drum Mix

Plant and equipment tools etc. completed in accordance with the

requirement of specification.

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

12 Providing and laying 20 mm thick Mix Seal surface (M.S.S.) using stone 389.00 M.T. 2892.13 Rupees: Two Thousand

chips as per MORTH specification using 60/70 grade bitumen at rate of Eight Hundred Ninty

50.00 Kg/M.T ie 5.00 % by weight of total mix using Drum mix plant and laid Two & Ps. Thirteen

by paver finisher including consolidation with vibrator roller including heating Only.

the asphalt inluding all necessary equipment tools, plants, oil, fire, wood and

kerosene and all labour charges etc complete (Including using contractor"s

own drum mix plant and machineries)

13 Providing and laying Asphalt painting on B.T. surface with bitumen V.G. 10 8443.00 Sqm. 21.71 Rupees: Twenty One &

Graded at rate 5.00 K.G./ Sq.mt by Mrchanical sprayer in uniform layer and Ps. Seventy One Only.

spreading the stone dust on prepared surface at the rate of 0.03 Cum/10

sq.mt and rolling with PTR roller & brushing etc. comp.

14 Road marking with hot applied thermoplastic paints with retroflectorising 324.00 Sqm. 367.72 Rupees:Three Hundred

glass bends on bituminious surface providing and laying of hot applied Sixty Seven & Ps.

thermoplastic compound 2.5mm thick including reflocrising glass beads @ Seventy Two Only.

250 gms per sqm. area thickness of 2.5mm is exclusive of surface applied

glass bends as per IRC-35-2015. The finish surface to be level, uniform and

free from streaks and holes zebra patta/bump patta lane/center line/edge

line/cut patta. The white colour marking should provide liminance ceofficint

on cemend road shall be min 130 mcd/m2/ lux and Asphalt road shall be min

100 mcd/m2/lux during the service life during day time. The marking should

meet the performance criteria for night time reflectivity, wet reflectivity and

skid resistance as mentioned in the section-15 of IRC 35-2015. Warrnty for

the Retro reflectivity should be two years.

15 Earth work in embankment from borrow pits in all sort of soil and soft 3179.00 Cum. 165.20 Rupees:One Hundred

murrum or other suitable strata as directed incl. breaking clods and dressing Sixty Five & Ps. Twenty

to the design section with lead 5.00 Km.Lead as under and all lift incl. site Only.

clerance etc. comp. For all canal capacity & without rolling and watering.

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

16 Excavation in all sort of strata and formations incl. depositing the unuseful 39.00 Cum. 83.00 Rupees: Eighty Three

excavated stuff as and where directed incl sorting and stacking useful Only.

materials as directed upto 30 mt lead etc. complete incl. dewatering. (Depth

0 TO 3.0 mt) (For all type canal & foundation trenches of C.D. works)

(A) IN OVERBURDEN INCL. HARD MURRUM.

17 Providing, cutting, bending, binding and fixing in position as per drawing. 0.17 M.T. 76574.00 Rupees: Seventy Six

TMT BAR, reinforcement for R.C.C. works and anchor bars incl cost of black Thousand Five Hundred

annealed 16 to 18 BWG M.S.. Wire etc. complete with all lead and lift. Seventy Four Only.

18 Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, 26.00 Cum. 2646.00 Rupees: Two Thousand

sand and crushed aggregate by mass and machine mix for P.C.C. work incl. Six Hundred Forty Six

necessary formworks , compaction ,Ramming, curing as directed with all Only.

lead & lift etc complete

FOR FOUNDATION CONCRETE/ OTHER GENERAL PURPOSE

Concrete (1:3:6) ,Gravel size - 40 mm to 63 mm (cement level

19 Prov. and Laying in position cement concrete using cement, sand and 11.00 Cum. 4303.00 Rupees: Four Thousand

crushed aggregate by mass and machine mix for R.C.C / CC work including Three Hundred Three

necessary formworks centering scaffolding compaction by vibrator, curing as Only.

directed with all lead & lift etc complete Excluding the cost of reinforcement

FOR PLINTH COURSE & COPING

(C) Concrete grade M-15 and MSA-20mm.

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

20 Steel work, welded in built up sections framed work including cutting, 5.85 Quintal 9108.48 Rupees: Nine Thousand

hoisting, fixing in position and applying a priming coat of read lead paint. (A) One Hundred Eight &

In beams and joists, channels angles Tees, flats, with connecting plates or Ps. Forty Eight Only.

angle cleats as in main and cross beams. Hip and jack rafters, purlins

connected to common rafters and the like (Up to 10 ton)

Rupees: Sixty Five Lacs Sixty Nine Thousand Eight Hundred Forty Five & Ps. Seventy Only.

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

rates mentioned above. The amount of my/our tender works out as under;

*Estimated amount put to tender Rs. ……………… *Estimated amount put to tender Rs. ………………

Deduct : ……… % below Rs. ………………. Add : ……… % above Rs. ……………….

Net : Rs. ……………… Total : Rs. ………………

In words : Rupees ………………………………………………………………………… In words : Rupees………………………………………………………

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

Executive Engineer

Signature of contractor. Rajkot Irrigation Division