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Tender ID
Tender Value
₹1.2 L
EMD Value
₹50,000
Closing Date
27 Mar 2026, 6:00 pmClosed
Executive Engineer, Pan (R & B) Division, Jamnagar
Annual Rate Of Asphalt Patchwork / Paverpatta Works Under Panchayat R & B Division Jamnagar Year 2025-26. ( 2nd Try)
287993
64 of 2025-26
Open
Civil Works
Works
Jamnagar
6 documents required · 6 mandatory
₹1,500
Yes
Executive Engineer Pan (R & B) Division, Jamnagar.
₹50,000
Yes
18 Mar 2026
18 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
Annual Rate of Asphalt patchwork/ Paverpatta work under Panchayat R&B Division Jamnagar.
Sr. Qty. Description of Item Unit Rate Amount
Providing and laying and rolling 37.50mm thick bituminous grouting
with B.T. aggregate as per Required Gradation and using bitumen Grade
VG-30 for Mixing at the rate of 1.99% i.e. 19.90 kg/M.T. of total mix
and VG-30 for tack coat at the rate of 2.5 kg/10sq.mt on existing B.T.
surface including heating and mixing in Drum mix plant ,trasporting
spreading same by paver finisher and consolidation by viberated roller
1 including necessary firewood, oil,kerosene, lubricants all equipments,
tools, labour charges etc. complete using contractor's own machinary in
accordance with the requirement of specification.
1.00 (a) 0 to 15 Km lead MT 2201.00
1.00 (b) 15 to 30 km Lead MT 2260.00
Providing and laying and rolling 37.50mm thick bituminous grouting
with B.T. aggregate as per Required Gradation and using bitumen Grade
VG-30 for Mixing at the rate of 1.99% i.e. 19.90 kg/M.T. of total mix
and VG-30 for tack coat at the rate of 2.5 kg/10sq.mt on existing B.T.
surface including heating and mixing in Drum mix plant ,trasporting
spreading same without paver finisher and consolidation by viberated
2 roller including necessary firewood, oil,kerosene, lubricants all
equipments, tools, labour charges etc. complete using contractor's own
machinary in accordance with the requirement of specification.
1.00 (a) 0 to 15 Km lead MT 2071.00
1.00 (b) 15 to 30 km Lead MT 2130.00
Providing and laying 37.5 mm thick B.M. With BT Aggregate VG-30
grade bitumen for Tack coat @ 2.50 kg/10 sqm using crushed stone
aggregate 0.66 cum/ MT as per MORTH&H Specification & VG-30
grade bitumen for mixing @ 35.00 Kg/1 MT i.e. 3.5% of by weight of
total mix incl. heating and mixing by drum mix plant and spreading the
same with paver finisher consolidation with vibratory roller including
3 cost of fuel, hire charges, all necessary equipments, tools and plant, fire
wood, oil, kerosene labour changes etc complete.( Using contractor's
1.00 (a) 0 to 15 Km lead MT 2884.00
1.00 (b) 15 to 30 km Lead MT 2945.00
Sr. Qty. Description of Item Unit Rate Amount
Providing and laying 37.5 mm thick B.M. With BT Aggregate VG-30
grade bitumen for Tack coat @ 2.50 kg/10 sqm using crushed stone
aggregate 0.66 cum/ MT as per MORTH&H Specification & VG-30
grade bitumen for mixing @ 35.00 Kg/1 MT i.e. 3.5% of by weight of
total mix incl. heating and mixing by drum mix plant and spreading the
same without paver finisher consolidation with vibratory roller
4 including cost of fuel, hire charges, all necessary equipments, tools and
plant, fire wood, oil, kerosene labour changes etc complete.( Using
contractor's own Machinery)
1.00 (a) 0 to 15 Km lead MT 2754.00
1.00 (b) 15 to 30 km Lead MT 2815.00
Providing, laying 25mm thick compacted bituminous carpet considering
0.66 cmt./10Smt. Stone chips for one M.ton as per specification, using
the asphalt at rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total mix)
for mixing and asphalt VG-30 for tack coat at rate 2.5 Kg/ 10sq.mt.
including heating and mixing the asphalt and stone aggregates by
continuous batching of drum mix plant and transporting and spreading
the same by paver finisher and consoli-dation with vibratory roller with
5 necessary equipments oil, kerosene,fire wood labour charges etc
comp.with contractor's own machineries and equipment tools etc.
complete in accordance with the requirement.
1.00 (a) 0 to 15 Km lead MT 2942.00
1.00 (b) 15 to 30 km Lead MT 3003.00
Providing, laying 25mm thick compacted bituminous carpet considering
0.66 cmt./10Smt. Stone chips for one M.ton as per specification, using
the asphalt at rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total mix)
for mixing and asphalt VG-30 for tack coat at rate 2.5 Kg/ 10sq.mt.
including heating and mixing the asphalt and stone aggregates by
continuous batching of drum mix plant and transporting and spreading
the same without paver finisher and consoli-dation with vibratory roller
6 with necessary equipments oil, kerosene,fire wood labour charges etc
comp.with contractor's own machineries and equipment tools etc.
complete in accordance with the requirement.
1.00 (a) 0 to 15 Km lead MT 2812.00
1.00 (b) 15 to 30 km Lead MT 2873.00
Providing and laying 20 mm thick average for patchwork Mix seal
surface using stone chips @66% by weight, gradation as per MORTH
specification and using bitumin VG 30 grade for tack coat @
Kg/10Sqm and for mixing rate not less then 50.90KG/MT on BT surface
using stone chips as per MORTH specification including heating the
ashphalt and aggregates by hot mix plant and spreading the same with
paver finisher including consolidation wit vibratory roller and providing,
operating plant machinaries, equipments, tools, plants, oil, fire wood,
kerosene and all labour charges etc. complete.
1.00 (a) 0 to 15 Km lead MT 3742.00
1.00 (b) 15 to 30 km Lead MT 3804.00
Sr. Qty. Description of Item Unit Rate Amount
Providing and laying 20 mm thick average for patchwork Mix seal
surface using stone chips @66% by weight, gradation as per MORTH
specification and using bitumin VG 30 grade for tack coat @
Kg/10Sqm and for mixing rate not less then 50.90KG/MT on BT surface
using stone chips as per MORTH specification including heating the
ashphalt and aggregates by hot mix plant and spreading the same
without paver finisher including consolidation wit vibratory roller and
8 providing, operating plant machinaries, equipments, tools, plants, oil,
fire wood, kerosene and all labour charges etc. complete., including
Cutting of existing asphalt surface in required depth in Square or
Rectangular shape as directed by engineer in charge as and when
1.00 (a) 0 to 15 Km lead MT 5027.00
1.00 (b) 15 to 30 km Lead MT 5090.00
Providing and laying seal coat with B.T. aggregate as specified using
aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-30 for for
tack coat @ 2.50 Kg/10Sqm and mixing with aggregate at the rate of
4.5 % i.e. 45.00 Kg./M.T. of total mix including heating and mixing in
drum mix plant and spreading the same by with paver finisher and
consolidation with vibratory roller including necessary fire wood, oil,
9 lubricants, labour charges using contractor's own drum mix plant,
machineries and equipment, tools etc. complete in accordance with the
requirement of specification.
1.00 (a) 0 to 15 Km lead MT 3704.00
1.00 (b) 15 to 30 km Lead MT 3767.00
Providing and laying seal coat with B.T. aggregate as specified using
aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-30 for for
tack coat @ 2.50 Kg/10Sqm and mixing with aggregate at the rate of
4.5 % i.e. 45.00 Kg./M.T. of total mix including heating and mixing in
drum mix plant and spreading the same by without paver finisher and
consolidation with vibratory roller including necessary fire wood, oil,
lubricants, labour charges using contractor's own drum mix plant,
10 machineries and equipment, tools etc. complete in accordance with the
requirement of specification., including Cutting of existing asphalt
surface in required depth in Square or Rectangular shape as directed by
engineer in charge as and when required.
1.00 (a) 0 to 15 Km lead MT 5934.00
1.00 (b) 15 to 30 km Lead MT 5996.00
Providing and applying hincol made or eqvivalent grade priming coat
with emulsion (SS-1) at the rate of 7.50 kg/ 10 Sq.mt. including cost of
asphalt and preparing the surface heating, and applying etc. complete.
1.00 (a) 300 to 350 Km lead Sqm 62.50
1.00 (b) 350 to 375 km Lead Sqm 62.60
1.00 (c ) 375 to 400 km lead Sqm 62.70
Sr. Qty. Description of Item Unit Rate Amount
Providing and laying asphalt painting on B.T. surface with bitumen VG-
30 at rate 5.00Kg / 10Sq.mt. and spreading stone dust for painting
surface at rate of 0.03 cu.mt. / 10 sq.mt.
1.00 (a) 0 to 15 Km lead Sqm 30.10
1.00 (b) 15 to 30 km Lead Sqm 30.40
1.00 (c ) 30 to 50 km lead Sqm 30.80
Providing, laying, spreading and compacting graded stone aggregate to
wet mix macadam as per MORTH specification including premixing the
material with water at OMC in mechanical mixer Plant, carriage of
mixed material by tipper to site, laying in uniform layers with Paver
finisher in sub-base/base course on a well prepared sub-base and
compacting with vibratory roller to achieve the desired density etc
1.00 (a) 0 to 15 Km lead cum 802.00
1.00 (b) 15 to 30 km Lead cum 916.00
1.00 (c ) 30 to 50 km lead cum 1052.00
Providing, laying, spreading and compacting graded stone aggregate to
wet mix macadam as per MORTH specification including premixing the
material with water at OMC in mechanical mixer Plant, carriage of
mixed material by tipper to site, laying in uniform layers without Paver
finisher in sub-base/base course on a well prepared sub-base and
compacting with vibratory roller to achieve the desired density etc
1.00 (a) 0 to 15 Km lead cum 765.00
1.00 (b) 15 to 30 km Lead cum 880.00
1.00 (c ) 30 to 50 km lead cum 1015.00
Providing & laying compacted WBM 100 mm thick Single layer as per
MORTH specification using machine crushed M.C. Metal of size 45mm
to 90mm with using 0.27 Cu.m./10 Sq.m. stone screenings 13.2mm to
10mm nominal size and binding materials @ 0.08Cu.m./10 Sq.m.
including spreading in uniform thickness, watering and consolidation
with vibratory roller etc. complete.
1.00 (a) 0 to 15 Km lead cum 977.00
1.00 (b) 15 to 30 km Lead cum 1124.00
1.00 (c ) 30 to 50 km lead cum 1298.00
Sr. Qty. Description of Item Unit Rate Amount
Consructing of granular sub-base Gr-I by providing course graded B.T.
machine crushed material satisfying MOST specification of grading I
including spreading in uniform layer with motor grader on prepared
surface, mixing by mix in place method with rotavator at OMC and
compacting with vibratory roller to achieve the desired density etc.
1.00 (a) 0 to 15 Km lead cum 602.00
1.00 (b) 15 to 30 km Lead cum 714.00
1.00 (c ) 30 to 50 km lead cum 845.00
Signature and Address of Contractor
Signature and Address of Contractor Executive Engineer
Panchayat R&B Division
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SCH-B ASPHALT PATCHWORK AND PAVERPATTA.pdf
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Tender Nivida No.64.pdf
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