Bid Documents for Constructing C.C. Road Parallel to Mazum Canal from Dugharwada Road to Railway Crossing And C.C. Road Parallel to Mazum Canal from Bherunda Road to Railway Crossing, at.Modasa Nagarpalika, under SJMMSVY (Year 2025-26), Dist:- Aravalli

Description Estimated Cost Tender Cost

Constructing C.C. Road Parallel to Mazum Canal from Dugharwada Road to

Railway Crossing at.Modasa (Arvalli)

Constructing C.C. Road Parallel to Mazum Canal from Bherunda Road to Railway

Crossing at.Modasa (Arvalli)

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the

estimated rate 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

In words In words………………….

The 18% GST will be Paid Separately for the tender rate shown in the Schedule B

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.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

Signature of Contractor Signature of Chief Officer

MODASA NAGARPALIKA, MODASA

Modasa Nagarpalika, Modasa

Name of Project :- Bid Documents for Constructing C.C. Road Parallel to Mazum Canal from Dugharwada Road to Railway

Crossing And C.C. Road Parallel to Mazum Canal from Bherunda Road to Railway Crossing, at.Modasa Nagarpalika, under

SJMMSVY (Year 2025-26), Dist:- Aravalli

Name of Work : Constructing C.C. Road Parallel to Mazum Canal from Dugharwada Road to Railway Crossing at.Modasa

Item Qty. Rate Per Amount

Clearing and grubbing road land including uprooting rank vegetation

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (B) 0.174 112342.22 Hectare

By manual in area of thorny jungle

Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling the

depression which occur during the process using power roller 8T to 660.00 177.91 CMT

10T.(E) From Borrow area within 3.0KM. lead

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 86.40 157.08 CMT

50 Meter lead.(B) Dense or Hard soil

Filling available excavated earth (excluding rock) in trenches plinth,

sides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering.

Demolition and disposal of unserviceable materials with all lead and

lift.(i) Lime concrete. 8.64 541.20 CMT

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

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead. 522.00 109.05 CMT

Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand

:6 hand broken stone aggregates 40 mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and plinth. 261.00 3095.25 CMT

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS458-1991

specifications including setting the pipes in C.M.1:2 watering and laying 60.00 659.99 RMT

(to level or slopes) of class NP3 of following internal daimeters.(i)

Brick work using common burnt clay building brick having crushing

strength not less than 35 kg/sq. cm. in foundation and plinth in cement 9.62 4245.09 SMT

mortar 1:5 (1 Cement : 5 fine sand) (B) Conventional.

MODASA NAGARPALIKA, MODASA

Providing and laying in position Ready Mixed M-200 grade concrete for

reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of 440.65 4957.72 CMT

admixtures in recommended proportions as per IS: 9103 to

accelerate/retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

Providing 20 mm thick cement plaster in single coat on rough side

brick of single or half walls for interior plastering up to floor two level

and finished even and smooth in(I) cement mortar 1 : 3 (1 cement : 3 30.77 235.48 SMT

Labour charges for concreting with vacume dewatering technique

(Trimix or equivalent type) groove cutting including loding, unloading,

carting, compaining complete with "C" channels as per requirement and

labour charges and providing & laying floor hardener chmical as per

standard approved company as directed by engineer-in-charge

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. Height

of propping and centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ reinforced concrete 108.00 258.28 SMT

and plain concrete work in. (B) Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1) Floors etc. upto

mm in thickness.

Providing and erecting W-beam metal crash barrier of approved make,

consisting of 3 mm thick corrugated steel beam rail mounted on MS

channel posts (150 × 75 × 5 mm) spaced at 2.0 m centre-to-centre,

with suitable spacer blocks (75 × 150 mm) and all necessary fittings

such as bolts, nuts, washers, etc. The barrier shall be installed with the

top of rail at 700 mm above ground level, including proper embedding 800.00 1499.00 RMT

of posts up to required depth below ground level. All components

including rails, posts, spacers, and fasteners shall be hot-dip galvanized

(zinc coated)conforming to relevant IS:1367, IS:1364 and

IRC:5/IRC:119 specifications.

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

50 mm incl. form work curing consolidation etc. complete for various

location on pipe line. using trap metal 20 mm nominal size 22.13 4154.94 CMT

Signature of Contractor. Modasa Nagarpalika

MODASA NAGARPALIKA, MODASA

Modasa Nagarpalika, Modasa

Name of Project :- Bid Documents for Constructing C.C. Road Parallel to Mazum Canal from Dugharwada Road to Railway

Crossing And C.C. Road Parallel to Mazum Canal from Bherunda Road to Railway Crossing, at.Modasa Nagarpalika, under

SJMMSVY (Year 2025-26), Dist:- Aravalli

Name of Work : Constructing C.C. Road Parallel to Mazum Canal from Bherunda Road to Railway Crossing at.Modasa

Item Qty. Rate Per Amount

Clearing and grubbing road land including uprooting rank vegetation

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (B) 0.160 112342.22 Hectare

By manual in area of thorny jungle

Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling the

depression which occur during the process using power roller 8T to 500.00 177.91 CMT

10T.(E) From Borrow area within 3.0KM. lead

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 86.40 157.08 CMT

50 Meter lead.(B) Dense or Hard soil

Filling available excavated earth (excluding rock) in trenches plinth,

sides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering.

Demolition and disposal of unserviceable materials with all lead and

lift.(i) Lime concrete. 8.64 541.20 CMT

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

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead. 720.00 109.05 CMT

Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand

:6 hand broken stone aggregates 40 mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and plinth. 360.00 3095.25 CMT

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS458-1991

specifications including setting the pipes in C.M.1:2 watering and laying 60.00 659.99 RMT

(to level or slopes) of class NP3 of following internal daimeters.(i)

Brick work using common burnt clay building brick having crushing

strength not less than 35 kg/sq. cm. in foundation and plinth in cement 9.62 4245.09 SMT

mortar 1:5 (1 Cement : 5 fine sand) (B) Conventional.

MODASA NAGARPALIKA, MODASA

Providing and laying in position Ready Mixed M-200 grade concrete for

reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of 589.15 4957.72 CMT

admixtures in recommended proportions as per IS: 9103 to

accelerate/retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

Providing 20 mm thick cement plaster in single coat on rough side

brick of single or half walls for interior plastering up to floor two level

and finished even and smooth in(I) cement mortar 1 : 3 (1 cement : 3 30.77 235.48 SMT

Labour charges for concreting with vacume dewatering technique

(Trimix or equivalent type) groove cutting including loding, unloading,

carting, compaining complete with "C" channels as per requirement and

labour charges and providing & laying floor hardener chmical as per

standard approved company as directed by engineer-in-charge

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. Height

of propping and centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ reinforced concrete 108.00 258.28 SMT

and plain concrete work in. (B) Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1) Floors etc. upto

mm in thickness.

Providing and erecting W-beam metal crash barrier of approved make,

consisting of 3 mm thick corrugated steel beam rail mounted on MS

channel posts (150 × 75 × 5 mm) spaced at 2.0 m centre-to-centre,

with suitable spacer blocks (75 × 150 mm) and all necessary fittings

such as bolts, nuts, washers, etc. The barrier shall be installed with the

top of rail at 700 mm above ground level, including proper embedding 500.00 1499.00 RMT

of posts up to required depth below ground level. All components

including rails, posts, spacers, and fasteners shall be hot-dip galvanized

(zinc coated)conforming to relevant IS:1367, IS:1364 and

IRC:5/IRC:119 specifications.

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

50 mm incl. form work curing consolidation etc. complete for various

location on pipe line. using trap metal 20 mm nominal size 15.21 4154.94 CMT

Signature of Contractor. Modasa Nagarpalika

MODASA NAGARPALIKA, MODASA