Roads And Buildings Department Tender
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Roads And Buildings Department Tender
Opening Date20 Apr 2021
Closing Date29 Apr 2021
Tender Amount₹ 1,30,08,946 This is an estimated amount, exact amount may vary.
Costs
EMD
Refer DocumentsDocument 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
396066Bid Award Id
ViewTender No
NIT.No.SE(R&B)CTR/111/2020-21 Dt:-09.04.2021 (2nd Call)Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
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na;Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement
365
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1349405
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na;Vibrated cement concrete M 35 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.
700
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3815000
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na;Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for CC Pavement
0.5
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27077.5
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na;Providing Uncoated Mild Steel bars ( Fe-250 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for CC Pavement.
0.5
-
26155.5
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na;Supplying and laying of seperation membrane 125 micron and as per ISI standard specification duly fixing over DLCC including cost, conveyance of all materials etc., complete and as directed by the Engineer-in-Charge during execution of work.
3500
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53375
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na;Contraction sawn joint groove (using diamond studded blades) 3 to 5mm wide and 1/4 to 1/3depth of the slab + or 5mm or as stipulated in the drawings and dowels bars complying with clause 602.6.5 of specifications for road and bridge works (third revision) published at new2 delhi in 1995 by IRC on behalf of Government of India, Ministry of surface transport and as directed in the deawings the contraction hjoints shall be cut as soon as the concrete as undergone initial hardening and as hard enough to take the load of joint sawing machine without causing damage to the slab. The joint ceiling compound shall be of hot poured bitumen type having fexibility, resistance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all lead & lift including cost and conveyance of all materials etc., complete for 50mm depth.
784
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51038.4
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na;Providing 25.40 mm mastic pads for expansion joints of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-Charge
15.4
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12920.6
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