BID DOCUMENTS FOR ASPHALT ROADROAD AT WARD NO. 3 AT KAKARIYA MORA MAIN ROAD TO ESR AND WARD NO. 3 AT KAKARIYA MORA INTERNAL ROAD UMARGAM NAGARPALIKA, UMARGAM

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT RS.

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -ROAD AT WARD NO. 3 At Kakariya Mora Main road to ESR, Umargam Nagarpalika, umargam

Sr. Qauntity Item S.O.R. 1% Labour Total Unit Amount

No. Rate Cess Rate

315.00 Box cutting the road surface to proper slope

& camber for making a base of road work

incl. a removing the excavated stuff &

depositing on the road side slope as

directed up to 50 m lead.(c) Above

1 Meters upto 500 Meters

180.00 Providing & laying of specified compacted

thickness Granular sub base (GSB) in

specified grading in table 400-1 of the

specification MORT&H and compactor to

the required density with 8 - 10 tonne

vibratory roller with plain drum or heavy

pneumatic tyred roller of minimum 200 to

300 KN weight in all seasons as per 942 9.42 951.42 Cum

MORT&H, maintaining the required slope

& grade during the operation as approved

by the engineer in charge & watering to the

proper moisture content and sprinkled with

the help of truck mounted water tank fitted

with suitable arrangement. (fully saturated

having CBR value greater or equal to 30)

As per Rate Anaylysis

180.00 Providing and laying Wet Mix Macadam

Base Course as per MORTH Specification

using machine crushed B.T chips as per

required gradation,mixing with required

optimum quantity of water converying the

mix to site of work,spreading in to grade and 1029.65 10.29 1039.94 Cum

camber with paver / Mechanical means and

consoilation each layer with vibratory roller

to achieve the desired density including cost

of material labour plant and equipment etc.

As per Rate Anaylysis

5 74.25 Providing and Laying 37.50 mm thick

M.T. Bituminous Macadam with B.T. aggregate

as Per MORT & H. specification & asphalt

for tack coat @ 2.50 Kg./10 Smt. with

Mechanical Sprayer & Bitumen Grade 60/70

for mixing @ 34.00 Kg./M.T. i.e., 3.40 % of

total weight of mix including heating the

aggregate & asphalt in continous batching

drum mix plant and spreading the same by

paver finisher & consolidation with vibratory

roller including providing all materials

equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc. complete

using contractor's own machinery drum mix 2967.01 29.67 2996.68 M.T.

plant & paver finisher etc. complete.

Sr. Qauntity Item S.O.R. 1% Labour Total Unit Amount

No. Rate Cess Rate

6 51.75 Providing and laying 25 mm thick Semi

M.T. Dense Bituminous Concrete with B.T.

aggregate as per M.O.R.T. & H. gradation,

asphalt Grade: VG-30 (60/70) for mixing @

50.00 KG. / M.T. i.e. 5.0% by weight of total

mix including heating and mixing the

aggregate and asphalt by continuous

batching of drum mix plant and spreading

the same by paver finisher and

consolidation with vibratory roller, including

providing all materials equipments, tools and

plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's 3961.23 39.61 4000.84 M.T.

own machineries drum mix plant and paver

finisher etc. complete.

ADD 2% CONTIGENCY

ADD 1% Quality Control

UMARGAM MUNICIPALITY, UMARGAM

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -ROAD AT WARD NO. 3 At Kakariya Mora Internal road, Umargam Nagarpalika, umargam

( Rate As Per R&B SOR Year : 2024-25)

Sr. Qauntity Item S.O.R. 1% Labour Total Unit Amount

No. Rate Cess Rate

315.00 Box cutting the road surface to proper slope

& camber for making a base of road work

incl. a removing the excavated stuff &

depositing on the road side slope as

directed up to 50 m lead.(c) Above

1 Meters upto 500 Meters

180.00 Providing & laying of specified compacted

thickness Granular sub base (GSB) in

specified grading in table 400-1 of the

specification MORT&H and compactor to

the required density with 8 - 10 tonne

vibratory roller with plain drum or heavy

pneumatic tyred roller of minimum 200 to

300 KN weight in all seasons as per 942 9.42 951.42 Cum

MORT&H, maintaining the required slope

& grade during the operation as approved

by the engineer in charge & watering to the

proper moisture content and sprinkled with

the help of truck mounted water tank fitted

with suitable arrangement. (fully saturated

having CBR value greater or equal to 30)

180.00 Providing and laying Wet Mix Macadam

Base Course as per MORTH Specification

using machine crushed B.T chips as per

required gradation,mixing with required

optimum quantity of water converying the

mix to site of work,spreading in to grade and 1029.65 10.29 1039.94 Cum

camber with paver / Mechanical means and

consoilation each layer with vibratory roller

to achieve the desired density including cost

of material labour plant and equipment etc.

As per Rate Anaylysis

5 74.25 Providing and Laying 37.50 mm thick

M.T. Bituminous Macadam with B.T. aggregate

as Per MORT & H. specification & asphalt

for tack coat @ 2.50 Kg./10 Smt. with

Mechanical Sprayer & Bitumen Grade 60/70

for mixing @ 34.00 Kg./M.T. i.e., 3.40 % of

total weight of mix including heating the

aggregate & asphalt in continous batching

drum mix plant and spreading the same by

paver finisher & consolidation with vibratory

roller including providing all materials

equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc. complete

using contractor's own machinery drum mix 2967.01 29.67 2996.68 M.T.

plant & paver finisher etc. complete.

As per Rate Anaylysis

Sr. Qauntity Item S.O.R. 1% Labour Total Unit Amount

No. Rate Cess Rate

6 51.75 Providing and laying 25 mm thick Semi

M.T. Dense Bituminous Concrete with B.T.

aggregate as per M.O.R.T. & H. gradation,

asphalt Grade: VG-30 (60/70) for mixing @

50.00 KG. / M.T. i.e. 5.0% by weight of total

mix including heating and mixing the

aggregate and asphalt by continuous

batching of drum mix plant and spreading

the same by paver finisher and

consolidation with vibratory roller, including

providing all materials equipments, tools and

plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's 3961.23 39.61 4000.84 M.T.

own machineries drum mix plant and paver

finisher etc. complete.

ADD 2% CONTIGENCY

ADD 1% Quality Control