SPL REPAIR TO HARD STANDING AND STRETCH APPROX 40 X 50 MTR UNDER GE 969 EWS, JOB NO W/SPL REPAIR ROAD/ARTY BDE/07/2024-25

Amount

M&L for preparing surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Erigr-in-Charge

M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen Grade VG10 @ 5 Kg/ 10 Sqm on existing black top for below bituminous macadam surfaces including preparation complete all as specified

M&L for premix , macdam consolidated thickness, 75mm or less using 4% binder i.e paving bitumen grade VG to required 30 by weight of total mix and aggregate mixed in computerized hot mix plant laid rolled and compacted to required gradient and camber with the help of mechanical paver and power rolled 8 to 10 tonne capacity complete all as specified and directed by Engr-in-Charge.

M&L for rolled and compacted premix bituminous, macadam surface any thickness to required gradient and camber with the help of mechanical paver and power rolled 8 to 10 tonne capacity complete all as specified and directed by Engr-in-Charge

M&L for bituminious premix semi dense alphaltic concrete 30mm (consolidated thickness) using paving bitumen of grade VG-30 with 5,5% binder content by weight of total mix, mixed in computerised Hot Mix Plant and spread by means of Self Propelled Mechanical Paver, rolled and compacted to required camber and gradient by using mechanical power road roller of 8 to 10 tonne capacity including premixed sand seal coat with 0.06 cum of sand mixed with 6.8 Kg of paving bitumen applied and rolled to a uniform smooth surface complete all as specified and directed by Engr-in-Charge. Note for serial item No 3 and 5:- (i) Preparation of mix in hotmix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible and has to maintain the required temperature of mix under all conditions tjill it is laid and compacted. Unit rate against these itrems shall include for carrying out the works with depolyment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable. (ii) Central computerised Hot mix plant of adequate capacity shall be used for heating and mixing of constituents for preparation of bituminous macadam and the same shall be laid with mechanical sensor paver all as specifiedand directed (iii) Over newly provided bituminous macadam surfaces, further bituminous work, if ordered, shall be provided simultaneously after provision of bituminous macadamı & πο separate payment for provision of tack coat for bonding between the bituminous macadam & further bituminous work necessiated due to the time period gap or otherwise shall be made for separately (iv) The design mix shall be carried out from the Zonal lab/ Govt approved lab/Govt Engr College as approved by GE and design mix shall be got approved by GE before. (v) The cost of all the above aspects shall be deemed to be included in the quoted rates of above item.

AHMED CONSTRUCTIONS AND INFRA PVT LTD (BID ID -3309630)

M/S GHULAM MOHIUDDIN RATHER (BID ID -3309274)

M/s Mushtaq Ahmad Bhat (BID ID -3309035)