Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Eprocure
Opening Date
19 Jun 2019Closing Date
25 Jun 2019Tender Amount
₹ 89,60,000Costs
EMD
₹ 6,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_RKUMP_355555_1Bid Award Id
ViewTender No
179/17-06-2019Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
900
-
12.8
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
900
-
166.1
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
900
-
54.3
S/F of signboard as per direction of engineer in charge
10
-
12000
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
247.5
-
84
WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405
7.43
-
2278.8
Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.35-0.45 kg/sqm using mechanical means.
99
-
23.7
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
900
-
10.6
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
900
-
155.2
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
900
-
49.5
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
80
-
84
WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405
9
-
2450.9
Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.35-0.45 kg/sqm using mechanical means.
120
-
23.7
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
528
-
10.6
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
528
-
155.4
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
528
-
49.5
Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 mtr. And lead upto 30.00 mtr including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as a directed by the E/I upto a distance of 30M from the foundation trenches. S.I.No.251.
126
-
175
Concrete with 4cm guage brick ballast fine sand of 1.25 F.M. And cement in proportion of 1:4:8 in foundation and under floors including supply of all materials labour T&P etc. required for proper completion of the work .S.I.No.275
42
-
4490
M-150 brick work in one white lime and four cement mortar in foundation and plinth including supply of all materials, labour,T&P etc. Required for proper completion of the work. SI No.305
36.75
-
4260
12mm thick Cement plaster in 1:4 with Cement and Find Sand of 1.25 F.M Mortar including all materials, labour and T&P. etc. required for proper completion of the work
S.I. No.597(c)
367.5
-
140
Laying C.C. Road slab 1:1.5:3 cement coarse sand and stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I.No. 279 (A)
210
-
6990
R.C.C. Work with cement approved coarse sand and 2cm guage approved stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including necessary centering and shuttering etc.including supply of all materials labour T&P etc. required for proper completion of the work .
1.4
-
8100
M.S.(for steel or plain) in plain work such as R.C.C. Or R.B, work including bending for proper shape and including supply of steel and 1st wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire.S.I.No.504
1.1
-
5356
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
1237.1
-
84
WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405
64.13
-
2372.3
Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.35-0.45 kg/sqm using mechanical means.
855
-
23.7
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
4500
-
10.6
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
4500
-
155.2
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
4500
-
49.5
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
780
-
84
WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405
225
-
2629.1
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
3000
-
10.6
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
3000
-
155.7
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
3000
-
49.7
Laying C.C. Road slab 1:1.5:3 cement coarse sand and stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I.No. 279 (A)
90
-
6990
M-150 BRICK work in cement and four coarse sand in foundation
27.6
-
4260
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
304
-
84
WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405
22.5
-
2791.2
Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.35-0.45 kg/sqm using mechanical means.
300
-
23.7
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1380
-
10.6
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
1380
-
156.1
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
1380
-
49.8
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
320
-
84
WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405
25.2
-
2412.3
Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.35-0.45 kg/sqm using mechanical means.
336
-
23.7
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1440
-
10.6
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
1440
-
157
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat
1440
-
50.1
Dismentiling of cement concrete including stacking of materials with in 60m distnace as direcate by the engineer in charge
59.74
-
800
Laying C.C. Road slab 1:1.5:3 cement coarse sand and stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I.No. 279 (A)
59.74
-
6990
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
189.75
-
84
Earth work in patri in ordinary soil, excavation to be in the form of ganuler pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slops as per pwd specification including rayalty.
795
-
84
Dismentiling of cement concrete including stacking of materials with in 60m distnace as direcate by the engineer in charge
63
-
800
Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 mtr. And lead upto 30.00 mtr including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as a directed by the E/I
36.8
-
175
Concrete with 4cm guage brick ballast fine sand of 1.25 F.M. And cement in proportion of 1:4:8 in foundation and under floors including supply of all materials labour T&P etc. required for proper completion of the work .S.I.No.275
8
-
2415
M-150 brick work in one white lime and four cement mortar in foundation and plinth including supply of all materials, labour,T&P etc. Required for proper completion of the work. SI No.305
13.8
-
4260
12mm thick Cement plaster in 1:4 with Cement and Find Sand of 1.25 F.M Mortar including all materials, labour and T&P. etc. required for proper completion of the work
110
-
125
Cement concrete with 20mm gauge approved stone grit coarse sand and cement in proportion of 1:2:4 including supply of all materials labour tools plant etc
1.5
-
6115
Laying C.C. Road slab 1:1.5:3 cement coarse sand and stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I.No. 279 (A)
63
-
6990
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