Tender For Special Repair To Resurfacing Of Parking Area Of Bayonet Auditorium And Special Repair To Road At Cb Area At The Inf School Under Ge (Mis) Mhow., Hq Cwe Mhow-Madhya Pradesh
TDR : 56029952
Tender Notice
BOQ
21 Days Left
Hq Cwe Mhow
Madhya Pradesh
Tender For Special Repair To Resurfacing Of Parking Area Of Bayonet Auditorium And Special Repair To Road At Cb Area At The Inf School Under Ge (Mis) Mhow.
Name of Work:- SPECIAL REPAIR TO RESURFACING OF PARKING AREA OF BAYONET AUDITORIUM AND SPECIAL REPAIR TO ROAD AT CB AREA AT THE INF SCHOOL UNDER GE (MIS) MHOW.
Sl. No.
Item Description
1
M&L for preparation of surfaces of existing black top surface or bituminous macadam surfaces with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc on black top/concrete surfaces and applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 05 kg / 10 sqm by mechanical sprayer and M&L of 30 mm thick (consolidated Thickness) Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix,rolled and compacted, mixed in mechanical hot mix plant and pre-mix material laid with mechanical paver incl premixed sand seal coat with 0.06 cu.m of sand mixed with 6.8 kg of bitumen and including rolling with 8 to 10 tonne power road roller and minimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed.
2
Note1 : (a) Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, and screed temp minimum maintain not less than 140 degree cellicious finishing with electronic sensor and hydraulic controls with suitable speed 5 Km /hour and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. (v) Minimum bitumen content as mentioned in above item, if there is any variation in the actual binder content used, the rate shall be adjusted @ Rs. 50 /- per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than 5.5% as specified in BOQ. (vi) Prior to the execution of work started the Design mix of bituminous permix semi dense asphaltic concrete should be provide by the contractor from any Governement Engineering College or approved NABL lab and job mix should be approved by GE. (vii) Filler material for semi dense asphaltic concrete shall be cement only.(viii) The cost of Job mix & Lab/Feild Testing asper SSR/IS/MORTH as required shall be borne by the contractor.(ix) The hot mix plant should be approved from GE.
3
M&L 150mm thick (spread thickness)Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified and directed.
4
M&L 75mm thick (compactedthickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required, complete all as specified and directed.
5
M&L for Premixed sand seal coat with 0.06 cu.m. of sand mixed with 6.8 kg of bitumen, applied and rolled to a uniform smooth surface complete all as specified and directed.
6
M&L Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.
7
M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. Please Enable Macros to View BoQ information
8
M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. Please Enable Macros to View BoQ information
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
