SPECIAL REPAIRS TO ROAD FROM POLL NO. 191 (SRI 11/03/2005) UP TO 200 MTR LENGTH IN RESIDENTIAL AREA AT CAD PULGAON

Amount

Excavation over areas not exceeding 1.5 metre deep and exceeding 10 sqm on plan including getting out in soft /loose soil complete all as specified and as directed.

Removing excavated material (soil) to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed complete all as specified and directed.

Material and labour for moorum/red bajari filling in floors or pavings, laid in layers not exceeding 15 cm thick spread, levelled and rammed including watering complete all as specified and directed.

Material and labour for rolling and consolidation with 8 tonne and not exceeding 12 tonne roller and formation surfaces in cutting complete all as specified and directed.

Material and labour for soling (or sub base) 200 mm spread thickness with broken boulders or quarried stone interstices filled, surfaces for med and rolled and consolidated to required gradient and camber complete all as specified and directed.

Material and Labour for 150 mm thick (compacted thickness) WBM in two layers with coarse aggregate of grading 2 (63 mm to 40 mm size) or grading 3 (50 mm to 20 mm size) spread, rolled consolidated to gradient and camber required with granite trap or basalt stone aggregates, complete all as specified and directed.

All as per item No. 06 herein before but except materials complete all as specified and directed. Note : Material obtained from item No. 08 after screening herein after shall be reused under this item.

Material and Labour for scarifying or picking gravelled macadam or bituminous macadam surfaces in area exceeding 50 mm and not exceeding 100 mm deep and area not exceeding 400 sqm complete all as specified and directed.

Material and Labour for screening road metals, chippingc, etc. on the site of the work, when specifically ordered, including removing screened materials clear of screen and staking in seperate heaps for measuring ( materials from both side of screen measured) complete all as specified and directed.

Material and Labour for preparing Unsurfaced WBM 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 and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm, complete all as specified and directed.

Material and Labour for premix bituminous macadam laid/rolled with 8 to 10 tonne power roller and compacted to required gradient and camber (consolidated thickness 75 mm or less) with binder content (paving bitumen) of 4% by weight of total mix all and 1.5% cement filler complete all as specified and directed.

Material and Labour for preparation of surfaces and applying evenly a priming/tack coat with bituminous primer over black top surface at 5 kg per 10 sqm using paving bitumen complete all as specified and directed.

Material and Labour for premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content (minimum) by weight of total mix (bitumen VG-30) and 2% cement filler, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all as specified and directed. Note: The work shall be executed by using hot mix plant & mechanical paver. The rate quoted shall be deemed included for cement filler.

Surface dressing not exceeding 15 cm deep and getting out in hard/dense soil for road side berms to required gradient complete all as specified and as directed.

Material and labour for moorum/red bajari in road berms, spread in roads berms 75 mm spread thickness levelled, rammed and consolidated to gradient and camber required with light roller of capacity not less than0.5 tonne complete all as specified and directed.

Material and Labour for continuous brick edging with equal to the width of brick laid dry on end vertically with fly ash bricks complete all as specified and directed.

Material and Labour for preparation of road surface and applying thermoplastic reflective paint in marking minimum 2.5mm thick single coat as in centre line and edge line road marking of 150/100 mm width using HOT MARK thermoplastic modern propelles road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium carbonate inter filler thermoplastic requirement for glass beads shall be the table No.800.40 of MORTH specification including spraying of glass beads etc. complete all as per manufacture instruction complete all as specified and directed.

Supply and fix road studs of size 110x128x29.5 mm aluminium alloy die casted dynamically designed to bear impact load upto 25 tonne and fixed with 2 Nos highly reflective relectors and 2 Nos eye bolt each on both side including taking down old one complete all as specified and directed. Make:- Dark Eye cat No. DA-791 or technocommercially equivalent in 3M or as approved by GE.

Supply and fix road studs of size 125x125x25 mm made from aluminium alloy ans construction solar powered by nionocrystal solar panel with rechargable battery of type-I high capacity NI-Cd with view distance of approximate 1000 metre LED -10 mm three pieces on each sides are used for high brigthness of different colour back up to 12 hours of continuous lighting at night complete all as specified and directed. Make:- Dark Eye cat No. DA-110 / Solar Stud Dhruv or technocommercially equivalent in 3M or as approved by GE.

Note :- Schedule of Credit (Amount on Page No. 34 shall be deducted offline from the total quoted amount to arrive at the net contract sum to be cosidered for acceptance. [ (-) Rs. 9475/-]

M/S Ramakant Chourasia

M/S L M Chourasia

Bidder Name

M/S L M Chourasia

M/S.Chourasia Construction Company

M/S Ramakant Chourasia