Agricultural Produce Market Committee Tender
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The APMC has issued a formal invitation for competitive bids for the Agricultural Produce Market Committee project, for Improvements To Kaccha Road Connecting Santebennur Yard From Thopenahalli Main Road To Sub Market Yard Of Apmc Hannagiri Under Aap Scheme 2020-21 in Davangere, Karnataka, with an estimated contract value of Rs. 1,92,32,275. The bid opening date for this tender is 02-03-2021 and the last date for bid submission is 15-03-2021. Interested bidders for Agricultural Produce Market Committee tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 2,94,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
APMC/2020-21/OW/WORK_INDENT4860Bid Award Id
ViewTender No
APMC/2020-21/OW/WORK_INDENT4860Tender Authority
Agricultural Produce Market Committee ViewPurchaser Address
-Website
http://www.arthapedia.in
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Documents
BOQ Items
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CC Road : KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications . I. By Mechanical Means: A. In area of light jungle. MORTH Specification No. 201 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
0.47
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9142.58
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KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density) MORTH Specification No. 305 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
1210.5
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557979.98
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KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of design mix M-20 with OPC cement @ 320 Kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.690 cum and fine aggregate @ 0.460 cum, with super plastisiser @ 3 lts confirming to IS9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all work in foundation and plinth and ground floor level for roof slabs, staircase, lintels,retaining walls, return walls, walls ( any thickness) including attached plasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets ets, including cost of all materials, labour,HOM of machinery, curing, complete as per specifications. Specification No KBS 4.1,4.6. M20 CONCRETE With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
22.5
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145553.62
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KSRB : 4-1.3 : Providing and Laying in position plain cement concrete M-10 mix with OPC cement 220 Kgs , with 40mm and down size graded granite metal coarse aggregates@ 0.892 cum and fine fine aggregate@ 0.465 cum machine mixed, machine mixed concrete laid in layers not exceeding 15cm thick well compacted, in foundation and plinth, including, cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No KBS 4.1, 4.2 PCC Bedding With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
7
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41762.7
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KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sidesof foundations upto plinth in layers not exceeding 20 cms. in depth,compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. Specification. No. KBS 2.9 Filling Available Earth With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
15
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3165.75
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KSRRB M300-52.1. Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material and complete as per specifications.MORTH Specification No. 305.4.3
10087.5
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317756.25
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KSRRB M800 - Cable duct across the road : KSRRB M800-29.1. Providing and laying of a reinforced cement concrete pipe duct, 300mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing headwalls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof , invert level of duct to above higher than ground level to prevent entry of water and dirt all as per IRC : 98 - 1997 and approved drawings complete as per specifications. With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
202.5
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399097.12
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KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such aswalls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as perspecificaitons. Specification No. KBS 4.6.2 Centering for Plinth beam With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
185.6
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69767.04
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CD WORK : KSRB 2-2-2: Earthwork excavation for foundation of building, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Ordinary soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavagtion with lead upto 50m. after breaking of clods complete as per specifications Specification. No. KBS 2.1 (a)/2.3.5 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
76.5
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24017.18
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KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification No. 305 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
3026.25
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1315510.88
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KSRB 4.9.2: Providing TMT steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members where ever neccessary complete as per design ( Laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specification No KBS 4.6.3. TMT Steel With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
2.31
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168244.81
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KSRRB 300 - Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH / Chapter 3 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
10087.5
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66779.25
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KSRRB M600-1. Construction of dry lean cement concrete mix 1:5:10 base with OPC with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. MORTH Specification No. 601 OPC @ 150 kg/cum-Slipform paver with electronic sensor With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work
773.38
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3380559.99
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KSRRB M300-14.Excavation for road work in all types of soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,and transportation with lead of 1.00 km and complete as per specifications. MORHT Specification No.301 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.
726.3
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31267.21
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