Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Oct 2024
Closing Date16 Oct 2024
Tender Amount₹ 10,47,000
Costs
EMD
₹ 1,00,000Document Cost
₹ 1,860Tender Fee
Refer Documents
Summary
Repairing Of Link Road Karhal Ghiro Marg To Lapgava Under Mandi Samiti Ghiror.
Description
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Contact
Tender Id
2024_RKUMP_964107_1Bid Award Id
ViewTender No
Retender_694_dt_08.10.2024Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.
2100
-
146.8
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 513
2100
-
50.7
... More
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (SI_ 253a)
525
-
125
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (Carted Earth Beyoned 02 Km.) (AOR)
60
-
196.8
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Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Rubber molded) (Chapter_20_Item_14D)
300
-
865
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E.W in Excavation in foundation trenches in ordinary soil( loam, clay or sand ) I/C ligt up to l.50m lead up to 30m & I/C filling, watering & ramming of excavated earth in to trenches or in to the space between trenches or in to the plinth and removal and disposal of Surplus earth as directed by the engineer in charge up to a distance of 30m from the foundation trenches.( Chapter_4_Item_1)
3.84
-
135
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Providing and Laying cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 40mm nominal size) and curing complete including cost of from work in found ation & floors. (Fine sand not less than in 1.25 FM) (Chapter_5_Item_1)
0.72
-
4200
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Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in Foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chapter_6_Item_2)
3.02
-
5350
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12mm thick Cement plaster in single coat on fair side of single or half brick wall interior plastering upto floor two level including internal rounded angle schamfers, and rounded angles not exceeding 80mm in grit hand finished even and smooth. 1 Cement : 4 coarse sand. (Chapter_13_item_2)
12
-
185
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Providing and laying cement Concrete in 1:2:4 of not less than strength of M15 stone ballast (40mm. normal size) approved coarse sand and cement, curing complete, including cost of form work in foundation and floors. But with 2cm Nominal size stone gritin stead of 4cm stone ballast. (Chapter_5_item_7)
5.59
-
6500
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Laying and fixing of 350mm dia N.P.-3 Hume pipe (Socket Hume pipe) including cost of Material etc in proper position as directed by E/I including cartage of pipes/collars upto 100km distance including cost of pipes etc (AOR)
7.5
-
1676
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Providing & fixing & Hosting of Reflective Signs with a corrosion resistant 4mm thick aluminium compsite panel face to be fully covered with sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35x35x5mm of MS pole 100mm dia meter with wall thickness of 7.1mm weighing 20kg/m as per drawing even as per the colouring scheme as show in the drawing. (Rate Sanction as per Estimate)
1
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13634
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