Improvement, Strengthing and Resurfacing B.M Road in Various Areas at Tharad Nagarpalika . Dist : Vav-Tharad SJMMSVY-UDP-88- 2023-24 Saving & 2024-25

No. But may be estimated

more or less quantities

In Figure in Words

1.0 6790.00 Scarifying gravelled macadam or bitumen macadam surface 6cm to 10cm 41.6 Rupees FourtyOne Paise Sixty Only Sq.Mt

depth including stacking useful materials on road side and disposing off

reremaining stuff

2.0 6790.00 Preparing surface by Brushing with wire brushes for removing caked mud 17.88 Rupees Seventeen Paise Sq.Mt

etc. sweeping with brooms and finally fanning the cleaned surface with EightyEight Only

gunney bags to remove all loose dirt etc.(ii) Black top surface.

3.0 310.00 Box cutting the road surface to proper slope and camber for making 215.62 Rupees Two Hundred Fifteen Paise Cu.M

a base of road work including removing the excavated stuff and SixtyTwo Only

depositing on the road side slope as directed up to 50mts. Lead

4.0 103.00 Providing and laying W.B.M of B.T.M.C metal of size 45mm to 63mm size 2087.67 Rupees Two Thousand Cu.M

including 20% Gritt (Stone scrinning) & stone dust as filler including EightySeven Paise SixtySeven Only

spreading watering & consolidation by vibratory roller 80KN to 100KN

static weight.

5.0 103.00 Providing,laying,spreading and compacting graded stone aggregate to wet 1642.11 Rupees One Thousand Six Cu.M

mix macadam spcification including premixing the Material with water at Hundred FourtyTwo Paise Eleven

OMC in mechanical mix plant carriage of mixed Material by tipper to side Only

laying in uniform layers with paver in sub base / base course on well

prepared surface and comacting with vibratory roller to achieve the desired

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less quantities

In Figure in Words

6.0 860.00 Providing and laying 50 mm thick bituminous macadam with B.T. 4737.53 Rupees Four Thousand Seven M.T

Aggregates as per M.O.R.T.& H gradation and Asphalt @ 2.50 Kg / 10 Sq Hundred ThirtySeven Paise

mt for tack coat on BT surfae, asphalt grade VG-30 {60/70} for mixing @ FiftyThree Only

34.00 Kg. / M.T. i.e. 3.40% by total weight including heating the aggregates

and asphalt by continuous batching of drum mix plant and spreading the

same by paver finisher and consolidation with vibratory roller 80 to 100 KN

static weight including providing all materials, equipments, tools and plant,

oil, kerosene, firewood, labour charges etc. comp. using contractor's own

machineries, drum mix plant and paver finisher etc. complete.

7.0 391.00 Providing and laying 25 mm thick (Compacted) Semi -dence Bituminous 6060.93 Rupees Six Thousand Sixty Paise M.T

concrete on exiting bitumious surface and using specified graded black NinetyThree Only

trapped amchine crushed aggregates with 5% Bitumen VG-30 grade

bitumen buy Wt of total mix as per MORTH specification including heating

and mixing of asphalt with B.T Chips in continuous bach mix plant and

transfporting same at site and speading by sensor paver finisher and

consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to

achive desire density and including flusing the stone dust @ 0.03 Cu.M/10

Sq.Mt including cost of required tolls plants, all machineries, equipment fire

wood oil, kerosene, charges etc complete

8.0 6790.00 Providing and laying Painting on B.T surface with bitumen grade VG-30 at 55.55 Rupees FiftyFive Paise FiftyFive Sq.Mt

the rate of 5.00 kg/10 Sq.Mt by mechanical spreyar and spreading the Only

stone dust on prepared surface at the rate of 0.03 Cu.M /10 Sq.Mt and

rolling with smooth wheeled and penumatic roller and brushing etc

9.0 29.00 Renovation of manhole by increasing the height at top including cost of 3374 Rupees Three Thousand Three No.

excavation, refitting of C. I. manhole frame and cover curing etc. complete Hundred SeventyFour Only

incl. all carting and providing of materials which is required for the purpose

(except manhole frame and cover) For all type manhole by providing RCC

1:2:4 Partition walls with required reinforcement 25 cm thick and circular

opening with 500mm clear dia and 0.40 mt. av. ht. With precast slab in two

parts 15 mm

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less quantities

In Figure in Words

10.0 0.00 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery 0

at store or at site of work precast RCC M.200 Frame & cover

suitable to drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or Flate, curring mold

work etc. Heavy Duty 35 (perforated)

10.1 5.00 Frame suitable for 50cm opening of MH 1121.00 Rupees One Thousand One No.

Hundred TwentyOne Only

10.2 5.00 Cover suitable for 50cm opening of MH 1173.00 Rupees One Thousand One No.

Hundred SeventyThree Only

11.0 123.00 Demolition including stacking of serviceable materials and disposal 1082.35 Rupees One Thousand EightyTwo Cu.M

of unserviceable materials with all lead and lift 1. R.C.C. work and lift Paise ThirtyFive Only

12.0 20.00 “Providing and laying heavy duty NP-3 class RCC pipes of approved 4710.64 Rupees Four Thousand Seven Rmt

diameter for utility/storm water road crossings including excavation in all Hundred Ten Paise SixtyFour Only

types of strata, dressing, sand/CC bedding, lowering, laying, jointing,

haunching, refilling, compaction, disposal of surplus earth, necessary

cutting/restoration of road surface and allied civil works complete as per

actual site conditions and as directed by Engineer-in-Charge.”

13.0 12.00 Providing and laying cement concrete 1:2:4 1:Cement 2: coarse sand 4: 3638.79 Rupees Three Thousand Six Cu.M

graded stone aggregates 20mm nominal size ) and curing complete Hundred ThirtyEight Paise

excluding cost of form work in (a) Fundation and Plinth SeventyNine Only

14.0 1875.00 Providing and fixing M.S. grills of required pattern to wooden frames of 111.35 Rupees One Hundred Eleven Paise Rmt

windows etc. with M.S. flats at required spacings and frame alround, ThirtyFive Only

square or round bars with round headed bolts and nuts or by screws

Including one coat primer & two coat of paint etc as directed (A) Plain Grill.

15.0 398.00 Road Marking with Hot Applied Thermoplastic Compound with 367.73 Rupees Three Hundred SixtySeven Sq.Mt

Reflectorising Glass Beads on Bituminous Surface (providing and laying of Paise SeventyThree Only

hot applied thermoplastic compound 2.5 mm thick including reflectorising

glass beads @250 gmspersqmarea, 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 streak sandholes), including providing and

painting zebra crossing, speedbreakers, rumbles trips, arrows, dash, any

other signor laters etc. as per direction of Engineer In-charge.

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less quantities

In Figure in Words

16.0 2100.00 Providing and laying cast in situ controlled cement concrete M-200 grade 447.97 Rupees Four Hundred FourtySeven Rmt

kerb block/divider kerb of size 0.15 m × 0.45 m including centering, Paise NinetySeven Only

shuttering, compacting, curing, finishing, joint filling in C.M. 1:3 and

painting with approved road marking paint complete as directed.

20cm. thickness includingwatering, ramming and consolidating Paise Eight Only

etc.complete.

In Words Rupees NinetyFour Lakh Five Thousand Nine Hundred FiftyFive Paise NinetyNine Only

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

Percent (should be written in figures and words ) of the estimated rates mentioned above. Amount of my/our tender works out as under:-

* Estimated amount * Estimated amount

Put to tender................................... Rs. ………………….. Put to tender......................................... Rs. …………………..

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

Net.................................................. Rs. ………………….. Total ...................................................... Rs. …………………

In words …………………………………………............................................................. In words …………………………………………........................................................................

* (Please strike out whicheve is not applicable).

Note 1- All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note 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.

Note 3- Rates quoted include clearance of site (prior commencement of work and at itscolose) in all respects and hold good for work under all conditions, site, moisture, weather etc.

Note 4- To be continued on additional sheets, if found necessary.

Note 5- GST at 18% will be charged on the bill generated.

Chief Officer

Nagarpalika Tharad