SJMMSVY 2025-26

SCHEDULE -B ABSTRACT SHEET

Schedule No. Description of Work Amount Put to Tender

CONSTRUCTION WORK OF ASHPHALT ROAD FOR MAZUM CANAL ROAD-MODASA,

TOTAL TENDER COST IN (Rs.)

Estimated Amount

Sub total amount put to the tender Sub total amount put to the tender

Sub total amount put to the tender Sub total amount put to the tender

Deduct…………. % below Rs…………………

……. Add…………. % above

Net Rs………………… Net

Total-A In words …………………………………………………..

Note-1 All work shall be carried out as per public works department hand book and other

specifications as per tender or as directed by Engineer in charge.

Note-2 Rates quoted include clearance of site (Prior commencement of work and at its

close) in all respects and hold good for work under all conditions, site, moisture,

Signature of Contractor with Stamp Modasa Nagarpalika

BID DOCUMENT FOR CONSTRUCTION WORK OF ASHPHALT ROAD FOR MAZUM CANAL ROAD-MODASA, DIST.ARVALLI

CONSTRUCTION WORK OF ASHPHALT ROAD FOR MAZUM CANAL ROAD-MODASA, DIST.ARVALLI

Sr. No. Description Unit Total Rate Rates in Words Amount

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and

Rupees Eighty Four Thousand Two Hundred Fifty Six and

1 trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable 0.28 Hec. 84256.67

Sixty Seven Paise Only

materials(A) By manual means in area of light jungle.

Box cutting the road surface to proper slope and camber for making a base for road work including

2 2835.00 Cu.m 109.05 Rupees One Hundred Nine and Four Paise Only

removing the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding Rupees One Hundred Sixty Three and Sixty Nine Paise

watering and consolidation)(D) From Borrow area within 2.0 Km. lead Only

Rolling and watering of earth work in layers with power roller including filling in depression which

4 4095.00 Cu.m 22.88 Rupees Twenty Two and Eighty Seven Paise Only

occur during the process

Construction of Granular Sub-base (GSB) by providing close graded material, mixing in a mechanical

mix plant at OMC, carriage of mix material to work site, spreading in uniform layers with motor Rupees Seven Hundred Forty Six and Thirty Nine Paise

grader on prepared surface and compacting with vibratory power roller to achieve desire density, Only

complete as per clause 401. (FOR GRADING-III MATERIAL)

Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM Grade-II

specification using 53mm to 22.5mm metal (@ 0.91cum per 10 sqmt loose qty) with stone screening

of 11.2mm (@ 0.18cum per 10 sqmt loose qty) and stone dust (@ 0.06cum per 10 sqmt loose qty) as

Rupees Nine Hundred Seventy Eight and Sixty Nine Paise

6 filler material, including spreading in uniform thickness, with consolidation by vibratory roller in 1260.00 Cu.m 978.69

stages to proper grade and camberm applying and brooming requisite type of screening / binding

materials to fill up the interstices of coarse aggregate, watering and compacting to the required density

as per MoRTH. (By Mechanical Means) . as directed by the Engineer in Charge.

Providing and laying Spreading and compacting graded stone aggregate to Wet mix macadam as per

MORT&H specification incl. premixing the material with water to O.M.C. in mechanical mix plant.

Rupees Nine Hundred Forty Seven and Thirty Five Paise

7 Carriage of mixed material by tipper to site, laying in uniform layers with mechanical means in sub 945.00 Cu.m 947.36

base/ base course on well prepared surface and compacting with vibratory roller to achieves the desired

density.( R.A.)

Providing and applying tack coat with mechanical sprayer using Emulsion grade RS1at the rate of

8 6300.00 Sq.m 57.07 Rupees Fifty Seven and Six Paise Only

Kg/10 Sq.mt. including preparing the surface etc. complete

Providing and applying Priming Coat with bitumen emulsion (SS-1) on prepared surface of granular

9 base including cleaning of road surface and spraying primer at the rate of 7.50 Kg / 10 Sqm using 6300.00 Sq.m 45.73 Rupees Forty Five and Seventy Three Paise Only

mechanical means.

Providing & laying 37.50mm thick B.M. with B.T. aggregates as per M.O.R.T.&H. specification &

asphalt for tack coat at the rate of 2.5 kg./ 10 Sqm. with michenical sprayer & bitumin grade VG-30

Grade for mixing at the rate of 34 Kg./M.T. i.e.3.40% of total weight of mix including heating the

10 aggregare & asphalt in continuous batching drum mix plant and spreading the same by paver finisher 519.75 MT 2568.01 Rupees Two Thousand Five Hundred Sixty Eight Only

and consolidation with vibratory roller including paving all materials equipments, tools & plants, fire

wood, oil, kerosene, labour charges etc complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

Providing and laying 25 mm thick compacted S.D.B.C with B.T. stone chips as per MORT & H

gradation and asphalt VG - 30 for mixing at the rate of 5.00 % by weight of total mix i.e (50.00 kg/MT

by weight of total mix) including heating the asphalt and aggregates by continuous drum mix plant & Rupees Three Thousand One Hundred Fourteen and Eighty

spreading the same by paver finisher including rolling & consolidation with 10-12 tones vibratory and Four Paise Only

power roller & providing all materials, equipments, tools & plants, fire wood, oil, kerosene, labour

charges etc. and using contractor's own machineries Batch mix plant and paver finisher etc. complete

Providing & Applying Ashphalt pinting by spraying asphalt 60/70 grade of 5.00 kg / 10 smt. & than

12 spreading sand at a rate 0.03 cmt / 10 smt. Including preparing surface heating asphalt etc. complete as 6300.00 Sq.m 57.07 Rupees Fifty Seven and Six Paise Only

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta

Rupees Three Hundred Sixty Seven and Seventy Two Paise

13 /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance 631.95 Sq.m 367.72

coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100mcd/

m2/lux during the service life during the 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.Warranty for the Retro reflectivity should be two years

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high

Rupees Three Hundred Seventy Five and Seventy Two

14 compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) 76.00 No 375.72

provided withbituminous adhesive 100g. with each unit for fixing. (High Intensity grade)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts

Rupees Six Hundred Fifty Nine and Ninety Nine Paise

15 carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 125.00 Rmt 659.99

watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 300mm dia.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and

16 206.25 Cum 212.52 Rupees Two Hundred Twelve and Fifty Two Paise Only

disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers Rupees One Hundred Thirty Six and Ninety One Paise

not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. Only

Providing and erecting a Road Restraint System -Roller System Barrier ETI Raller System H1 & H2

comprising of post of hot dip galvanized steel of 139.8 mm diameter (L-2200 and L-750) thickness

18 mm spaced with interval of 1 meter installed into hardened road. Safet frame rail from sheet of 3.2 mm 1400.00 Rmt 1499.00 Rupees One Thousand Four Hundred Ninety Nine Only

thick are fixed to main posts, shock absorbing rallers 345 mm diameter and 430 mm height made of

polypropylene - EVA, post caps, locker pipes and connection material.

Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work

Rupees Four Thousand Seven Hundred Thirty and Eighty

19 curing consolidation etc. complete for various location on pipe line. using trap metal 20 mm nominal 34.57 Cum 4730.87

Seven Paise Only

Total Tender Cost in (Rs)

Contractor's Signature With Stamp