Roads And Buildings Department Tender
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Roads And Buildings Department Tender
Civil And Construction
Road Construction
Opening Date18 Nov 2024
Closing Soon21 Nov 2024
Tender Amount₹ 11,00,913
Costs
EMD
₹ 11,009Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
765611Tender No
SNIT No.101/DB/EE R and B VSP at AKP/2024-25, Dated:30-10-2024Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing weep holes in VCC Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision)
73
-
31536
No. of corrections______only.
-
-
-
Providing 25.40 mm of Mastic pad for expansion joint of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-Charge
10
-
8390
Providing, laying Reinforced cement concrete Hume pipes of 450/1200mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 450/1200 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
12.5
-
37372.5
Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision)
90
-
17550
Construction of Granular Sub-base by providing HBS material confirming to Grading V Or MORTEN Table 400.1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grades or by approved means. On prepared surface mixing by mix in place Method with Rotavatar / approved means at OMC and compacting with vibratory roller to achieve the desired density etc, complete for finished item for work as per MORTEN Specification 401 (Sth revision) and as directed by the Engineer in charge.
3
-
7599
Providing, Laying, Spreading and compacting graded HBG 9 crushed stone aggregate to Wet Mix macadem specification (5th Revision) as per Table 400-13, including cost of all materials and including premixing the Faterial with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver/manual means in base courses on well prepared surface and compacting with- smooth wheeled roller to acheive the desired density etc." as directed byl the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.
3
-
7938
Providing and applying prime coat with bitumen emulsion (S$1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge
20
-
768
No. of corrections______only.
-
-
-
Providing and applying tack cost with bitumen V6-10 (BULK) using Bitumen pressure distributor at the rate of 0.25 kgs per sam on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MORTGH Specification 503 (5th revision) and as directed by the Engineer. in Chase
20
-
284
providing, laying of close graded premix surfacing material (Mixed seal surfacing) of 20 mm thickness by not mix plant using hard blasted granite crushed aggregates of 13.2 mm to 10.09 mm (Type By as per table 500-19 of specification 508 of MORTEM (Sch Revision), premixed with bituminous binder V6-301 1001701 grade @79.00kg per to sam area, including cost of all materials and transporting the hot mix to work site. laying with mechanical paver finisher/manual means to the required grade. level and alignment, rolling with smooth wheeled roller 8 to 10l Tonnes as per MORTEM (Sth Revision Specification No. 508 complete for finished item of work in all respects as directed by Engineer in charge.
20
-
3438
(Rupees Eleven Lakhs Nine Hundred and Thirteen Only)
-
-
1100913
No. of corrections______only.
-
-
-
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