Municipality Tender
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Municipality Tender
Civil Works Roads
Opening Date24 Mar 2020
Closing Date31 Mar 2020
Tender Amount₹ 3,75,863
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
324419Tender No
20/2019-2020/SC Area General Fund (2nd call)Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
Mechanical Means 70%
84.25
-
97.88
Filling of Sand for foundation trenches including cost and conveyance off all materials and all labour charges ramming,watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH
20.64
-
793.92
Plain Cement concrete (1:4:8) using 40 mm Graded metal with concrete mixture including cost and convayance of all materials, labour charges, machine mixing charges, seigniorage charges etc., complete as per S.S. All work upto plinth level.
20.04
-
3783.52
Providing concrete for plain concrete (M15) using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for Drain Bed
20.04
-
4301.95
Drain Walls
28.43
-
4468.96
VRCC M-30 Nominal mix (Cement: fineaggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shutteing for culvert slabs
2.17
-
5053.45
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded (BLD-CSTN-2-18)
195.08
-
56.14
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. item RBR-CCPV-5 of standard data
3.78
-
5626.79
Manufacture as per BIS: 12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P. F.O.R. destination including loading unloading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt Levies etc., as applicable. I.S.I Mark
2
-
2286
Carting away the surplus excavated earth from the work site with a lead of 2.00 Km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc. complete.
125.81
-
28.3
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