Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jan 2025
Closing Date14 Feb 2025
Tender Amount₹ 60,63,865.32
Costs
EMD
₹ 5,06,000Document Cost
₹ 10,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RKUMP_1000327_1Tender No
N.K./Lko/E-Nivida/2025-1768 Dated 30.01.2025Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Providing , laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
225
5355
1205032.5
... More
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0kg/sqm using mechanical means as per Technical specification clause 502
3000
35
107400
... More
Providing and applying tack coat with Bitumen VG-10 BULK using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3000
15
47100
... More
Providing, laying and rolling of open graded mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or imulsion to required line, grade and level to serve as wearing course on apreviously prepared base , including mixing in a suitable plant, laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type C as per Technical specification clause 508 (By Hot Mix Method)
3000
195
585000
... More
Providing, and laying sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using type C as per Technical specification clause 510
3000
71
214800
... More
Brick edging on both sides of the road with M-150 bricks 8 cm wide and 11.5 cm deep laid with mud mortar including cost of bricks all labour finished to be required template and in proper alignment T&P and also including dressing and ramming the excavated earth as per direction of Engineer in Charge. (SINo. 765)
1
88000
88000
... More
Supply & laying of 350mm dia N.P.-3 class Hume pipes in position and proper alignment including supply of all materias, labour and T&P etc. required for proper completion of work.(N.S)
30
1600
48000
... More
Providing and fixing of Recto reflective steel sign board as per drawing design including writing of details as specified by Engineer in charge. including supply of all materials, labour T&P, cartage upto site complete in all respect required for proper completion of the work and as per direction of E/I.(SOR Banda 2020-21)
1
8000
8000
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the E/I . All Kinds of soil..(DAR-2.1.1)
37.58
135
5073.3
... More
Providing and laying of cement conrete 1:6:12 (1 cement: 6 Fine sand : 12 graded brick aggregte 40 mm nominal size ) including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work. (PWD SI 273)
4.42
3210
14188.2
... More
Brick Masonary work in cement mortar & Coarse 1:4 in Foundation and Plinth complete excluding pointing and plastering as per drawing and technical specification Clauses (DAR 6.1.1).
11.36
5240
59526.4
... More
Providing and laying reinforced cement concrete pipe NP3 600 mm dia for culverts first class bedding of granular material including fixing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and paracets clause .
15
3200
48000
... More
Providing and laying of cement conrete 1:2:4 (1 cement: 2 Coarse sand : 4 graded brick aggregte 20 mm nominal size ) including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work. (DAR-4.1.3)
0.22
7185
1580.7
... More
StruckPointing with cement mortar (1:2) on brick work in substructure as per technical specifications. (SI 576)
37.04
182
6741.28
... More
Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and trimming of grass and weeds etc mentioned in GO No. 55 12022 /187/23-9-2022-02 Nabard / 2021 Dt 28.04.20022 & Enc lettere no 14 BDD-1 (NH)/40 MT-11/ 2024dated 03.01.2024 subjected to approval from Govt. Maintence of 1st year after completion of work @ Zero % of total work amount of item 1 to 10 Maintainance of first Year (@ 0.00% of Total Work Amount of PC Area)Maintenance cost of 1st year @ 0% cost of workMaintenance cost of 1st year @ 0% cost of work
1
-
-
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Maintenance cost of 2ndyear @1% Total cost of work P.C. Area
1
42182
42182.22
... More
Maintenance cost of 3rd year @1.50% Total cost of work P.C. Area
1
63273
63273.33
... More
Maintenance cost of 4th year @2.00% Total cost of work P.C. Area
1
84364
84364.44
... More
Maintenance cost of 5th year @3.00%Total cost of work P.C. Area
1
126546
126546.66
... More
Providing , laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
82.2
5355
440238.54
... More
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the E/I . All Kinds of soil..(SI )
100
135
13500
... More
First class brick work in 1:4 cement and coase sand mortar in foundation and plinth including suplly of all material, labour and T&P etc, required for proper completion.
64.4
5240
337456
... More
12mm thick plaster 1:4 cement and coarse sand mortar over brick workincluding supply of all materials, labour and T&P etc. required for proper completion of work. (SI 584 (i))
280
180
50400
... More
Laying C.C. on edging toewall consisting of 1:2:4 cement, coarse sand and approved 2 cm (1.5) guage stone ballast.
15.2
7185
109212
... More
providing and laying interlocking tiles 80 mm thick of approved quality finished to required template and in proper alingment as directed by the Engineer in charge
600
980
588000
... More
Maintenance cost of 1st year @ 0% Total cost of work Interlocking area (Sl. No. 23 to 28)
1
-
-
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Maintenance cost of 2ndyear @0.25% Total cost of work Interlocking area (Sl. No. 23 to 28)
1
3847
3847.02
... More
Maintenance cost of 3rd year @0.50% Total cost of work Interlocking area (Sl. No. 23 to 28)
1
7694
7694.03
... More
Maintenance cost of 4th year @0.75% Total cost of work Interlocking area (Sl. No. 23 to 28)
1
11541
11541.05
... More
Maintenance cost of 5th year @1.00% Total cost of work Interlocking area (Sl. No. 23 to 28)
1
15388
15388.07
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