Repairs To Roads And Joint Filling Of Pcc Roads At Certain Locations At Af Stn Suryalanka

Tender Notice

26592936
Repairs To Roads And Joint Filling Of Pcc Roads At Certain Locations At Af Stn Suryalanka
Indian
Andhra Pradesh
12-01-2021
03-02-2021
05-02-2021

Tender Details

Repairs To Roads And Joint Filling Of Pcc Roads At Certain Locations At Af Stn Suryalanka

Key Value

Document Fees
INR 500 /-
EMD
INR 89800.00 /-
Tender Value
Refer document

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Tendernotice_1.pdf Tender Document-Notice Inviting Tender 530.48
BOQ_459855.xls Tender Document-BOQ 293.00
82335PARTICULARSPECIFICATIONS.pdf Tender Document-Specifications 549.17
3D1D01D1-B397-435A-92D2-BDE579449B8B.html Tender Notice-Tender Notice 0
82335tenderdocuments.pdf Tender Document-Tender documents 1666.10

Other Information

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✓ Publication Document
(Tender Document / Tender Notice )

BOQ Items

Name of Work: REPAIRS TO ROADS AND JOINT FILLING OF PCC ROADS AT CERTAIN LOCATIONS AT AF STN SURYALANKA
Sl. No. Item Description Item Code / Make Quantity Units
1 1 SCHEDULE 'A'
2 2 M& L for repairs to pot holes any depth, not exc 1.0 Sqm each including sweeping free from dust and mud or water scoring sunken surface in road path etc cutting around edges to at least 25mm deep and making good by applying tack coat with paving bitumen of VG10 @ 5 Kg/10 Sqm and putiing in premix bituminous macadam of VG 30 as binder content by weight of total mix well rammed and sealed with binder 9.8 Kg per 10 Sqm binded with 0.09 Cum of stone chipping 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30mm, laid and rolled with 8 to 12 tonne roller and compacted complete all as specified and directed by Engineer-in-Charge. 8 X Sqm
3 3 M&L for premixed bituminous macadam using paving bitumen of any penetration, laid, rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete all as specified and directed by Engineer-in-Charge. 11 cum
4 4 M & L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, and applying evently a priming/tack coat with bitumen @ 5 Kg/10 Sqm using paving bitumen VG 10 grade complete all as specified and directed by Engineer-in-Charge. 840 X Sqm
5 5 M & L for bituminous premix Semi-dense asphaltic concrete (SDAC) 30mm consolidated thickness with 5.5% binder (Bitumen VG 30 grade) content by weight of total mix, mixed in hot mix plant laid with mechanical paver, rolled and compacted to required camber and gradient complete all as specified and directed by Engineer-in-Charge. Note: In the event of excess quantity of binder content is necessitated due to mix design of asphaltic concrete, the same shall be borne by the contractor and no price adjustment shall be applicable 840 X Sqm
6 6 M& L for cutting,racking out sealant of expansion joint 18mm to 22mm wide and 30 to 33 mm depth, including scrapping the spilled compound from edges of existing joints, cleaning the sides and bottom of joints, by compressed air including priming and filling the joints with sealing compound grade B including removing the scrapped material to a distance exceeding 250m and not exceeding 500m complete all as specified and directed by Engineer-in-Charge. 15 10 RM
7 7 All as per Item No. 6 but construction/dummy joints 8 to 15mm wide and 20 to 25mm depth complete all as specified and directed by Engineer-in-Charge. 40 10 RM
8 8 M&L for preparation of new surfaces of road, and painting lines, dashes, arrows, letters etc.not exc. 10 cm in width with two coats of thermo plastic road marking paint with glass reflectorizing beads of white colour of 2.5mm thick by using automatic thermo plastic paint applicator machine complete all as specified and directed by Engineer-in-Charge. 450 Sqm
9 9 M&L for preparation of old surfaces of road, and painting lines, dashes, arrows, letters etc.not exc. 10 cm in width with one coats of thermo plastic road marking paint with glass reflectorizing beads of white colour of 2.5mm thick by using automatic thermo plastic paint applicator machine complete all as specified and directed by Engineer-in-Charge. 125 Sqm
10 10 S&F in repair Flexible Poly carbonate Road Safety Convex Mirror 80 Cm dia encase in ABS material in orange colour for outdoor application including 75mm dia MS pipe for fixing mirror, frame with proper fixing arrangement (stand painted with two coats of synthetic enamel paint over one coat of red oxide primer)complete all as specified and directed by Engineer-in-Charge. 5 Each
11 11 S&F in repairs Cat eyes, 100 x 100 x 20mm size dynamically designed very high impact strength and fitted with 2 Nos highly reflective reflectors complete all as specified and directed by Engineer-in-Charge. 640 Each
12 12 S&F in repairs Solar Cat eyes made up of poly carbonate material with twin moulded shanks 2 Nos LEDs, compressive strength 20 tons, retro reflective lense 360 degree illumination shanks complete all as specified and directed by Engineer-in-Charge. 30 Each
13 13 S&F in repairs Solar delinator made of 16 gauge MS pipe of outer dia 85mm and 900mm long duly powder coated and having twin moulded shanks 2 Nos LEDs with retro reflective lense fixed in addition to three reflective bands of different colours as required as White/Yellow/Green etc complete all as specified and directed by Engineer-in-Charge. 12 Each
14 14 Demolition of unreinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness, below or above ground level complete all as specified and directed by Engineer-in-Charge. . 14 Cum
15 15 M&L for Pavement Quality Cement Concrete (PQC) work in pavement / hard standing of flexural strength 40 Kg/ square centimeter in field, using 400 Kg of cement per cum or as per design mix, thickness of concrete 25 cm or less including use of form work complete all as specified and directed by Engineer-in-Charge. 14 Cum
16 16 Total of Schedule 'A'
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