Military Engineer Services Tender

M&Lfor cationic bitumen emulsion SSI Grade conforming to IS 8887 delivered to any location in technical area complete all as specified and directed. (charges for Bitumen emulsion machine stand ideal and working at site will be paid separately )

M&L for lime unslaked, fat or magnesium powder at RRS exercise location in packed HDPE bags all as specified and approved. (charges for labour stand ideal and working at site will be paid separately )

M&L for bituminous premix dense asphaltic concrete- I (DAC-I) using paving bitumen grade VG 30 @ 6% by weight of total mix delivered to any location in technical area as per approved design mix by GE all as specified and directed.(charges for labour , paver roller and other required machinary for stand ideal and working at site will be paid separately )

Supply only test report only job design mix formula for Dense Asphalt Concrete - I as per specification of Para 20.B.4 of MES SSR Part-I of 150 mm thick (50 mm thick each layer) obtained from approved Lab including supply of material required for Job mix formula to Lab and payment of testing charges to approved Lab complete all as specified and directed

Supply test report only job design mix formula for Wet Mix Macadam as per specification of Para 20.B.5 of MES SSR Part-I of 200 mm thick obtained from approved Lab including supply of material required for Job design mix formula to Laboratory and payment of testing charges to approved Laboratory complete all as specified and directed

Hiring of mechanical Asphalt paver finisher of capacity 150 to 200 Tons/hour for laying of Dense asphalt concrete and Wet Mix Macadam all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of mechanical Asphalt paver finisher of capacity 150 to 200 Tons/hour for laying of Dense asphalt concrete and Wet Mix Macadam all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site )

Hiring of Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, GSB and wet mix macadam all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, GSB and wet mix macadam all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site )

Hiring of double drum smooth Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (DAC-I)only all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of double drum smooth Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (DAC-I)only all as directed (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site )

Hiring of Generator 5 KVA (Trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of Generator 5 KVA (Trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area all as directed. (Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work )

Hiring of Slush Pump of capacity 1.5 HP with water discharge 20,000 Ltrs per hours for dewatering purpose from trenches/well etc with provision of hose pipe of suitable bore beyond 100 mtr from exercise location all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of Slush Pump of capacity 1.5 HP with water discharge 20,000 Ltrs per hours for dewatering purpose from trenches/well etc with provision of hose pipe of suitable bore beyond 100 mtr from exercise location all as directed. (Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work )

Hiring of Stone Cutter/Grinder (Electric operated) delivered to any location in tech area for cutting/grinding of stone all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of Stone Cutter/Grinder (Electric operated) delivered to any location in tech area all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site )

Hiring of Tipper 8.5 Cum capacity delivered to any location in tech area for shifting of RRS material all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of Tipper 8.5 Cum capacity delivered to any location in tech area all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site )

Hiring of JCB 4 CX delivered to any location in tech area for excavation of trenches/loading of RRS maerials all as directed. (Note : Rate to be quoted by contractor for vehicle/plant when working at site) .

Hiring of JCB 4 CX delivered to any location in tech area all as directed. (Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site )

Hiring of furnance/compressore towed with tractor or other suitable vehicle for application of cationic bitumen emulsion at site all as directed. (Note : Rate to be quoted by contractor for furnance/compressore with towed tractor/other vehicle when working at site ) .

Hiring of furnance/compressore towed with tractor or other suitable vehicle all as directed. (Note: Rate to be quoted by contractor for veh/plant when stand idle in standby condition in tech area/RRS exercise site without any work )

Hiring of front end loader (Hydraulic wheeled) delivered to any location in tech area for excavation in trenches/loading of RRS materials all as directed. Note : Rate to be quoted for plant when it is working at site) .

Hiring of front end loader (Hydraulic wheeled) delivered to any location in tech area all as directed. (Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work )

Hiring of water bowzer of 10,000 Ltrs capacity with filled water in tech area at any location all as directed . (Note : Rate to be quoted for plant with driver ,helper and fuel when it is working at site.)

Hiring of water bowzer of 10,000 Ltrs capacity with filled water in tech area at any location all as directed . (Note : Rate to be quoted by contractor for water bowser provided in tech area at any location in standby condition near RRS exercise site for use of water as per requiements. Note for ser Items No 3 to 6 :- The contractor should liaise with other alternate agencies well in advance before RRS exercise for supply of materials as and when hot mix plant/loaded vehicles got offroad with no extra cost basis. If contractor fail to supply of these materials at site within one hours, the same should be arranged by the department from other contractor/agency and the full expenditure what ever may be should be paid by the subject CA contractor. Note for ser items No 9 to 30 :- The pre inspection/repairs if any etc should be carried out before entry of plants/vehicles by the contractor and liaise with other agencies alternately well in advance before the day of RRS exercise and if any vehicles/plants got offroad within given time and the same vehicles/plants should be arranged by the contractor and reached at RRS exercise location within 1 hours with no extra cost basis. If contractor shall fail to arrange the other vehicles/plants in place of offroad vehicles/plants, the same should be arranged by the department from other contractor/agency and his rate of vehicles/plants what ever may be should paid by the subject CA contractor.

M&L for 40 mm to 60 mm crushed stone aggregate icluding surface dressing of stacking of material ground & stacked properly all as specified.

Material and labour for sand cushion with clean river sand duly clear of residual,organic and deleterious materials icluding surface dressing of stacking ground & stacked properly as specified and directed.

Material and labour for supplying and laying 400 micron thick HDPE sheet(Virgin Quality),water proof,wrinkle free without puncture having minimum weight 390gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.

M&L for 20 to 40 mm crushed stone aggregate including surface dressing of stacking ground & stacked properly as specified and directed.

M& L for toeing, placing of IMDM/DES machine at RRS exercise site, not exc 5.00 km labour for pouring Rapigrout cement slurry as per operating procedure of machine over upper layer of crushed graded stone aggregate to penetrate through upto the sand layer maintining proper level as per existing near by surface. Note (a) Rate are including following :- (i) Material for cleaning greasing and oiling of IMDM/DES machine before and after execute of RRS exercise (ii) Preparation of surface for assembling of IMDM/DES machine (iii) Toing back and placing IMDM/DES machine from RRS exercise site to store after completion of Exercsise. Note (b) for IMDM/DES machine - IMDM/DES machine will be operated by MES trained operator with help of contractor labour. fuel will be supplied by contractor. Contractor is not responsible for any damage and blockage in IMDM machine . Contractor will also provide safety equipment for labour like Dangri, Face mask of high quality, hand gloves , Gum boots, safety goggles, helmets etc. Note (c) charge for labour, forklift 1.5 tonne capacity, truck with open trailer, front end loader (hydraulic wheeled and other required machine for stand ideal and working at site will be paid separatley )

Hiring of mechanical forklift 1.5 Tonne capacity for shifting/lifting/ loading of rapigrout cement bags at RSS store and RSS exersise site .( Note :- rate to be qouted by contractor for vehicle /plant with operator helper and fuel working at site )

Hiring of mechanical forklift 1.5 Tonne capacity for shifting/lifting/ loading of rapigrout cement bags at RSS store and RSS exersise site .( Note :- rate to be qouted for plant operator and helper when stand in stand by condition in tech area /RRS exercise site without any work )

Hiring of Truck with open trailer of capacity not less than 9 tonne for carring/shifting of rapigrout cement bags at RRS exercise site .( Note :- rate to be qouted by contractor for vehicle /plant with operator helper and fuel working at site )

Hiring of Truck with open trailer of capacity not less than 9 tonne for carring/shifting of rapigrout cement bags at RRS exercise site .( Note :-rate to be qouted for plant operator and helper when stand in stand by condition in tech area /RRS exercise site without any work ) Note for ser items No 36 to 39 :- The pre inspection/repairs if any etc should be carried out before entry of plants/vehicles by the contractor and liaise with other agencies alternately well in advance before the day of RRS exercise and if any vehicles/plants got offroad within given time and the same vehicles/plants should be arranged by the contractor and reached at RRS exercise location within 1 hours with no extra cost basis. If contractor shall fail to arrange the other vehicles/plants in place of offroad vehicles/plants, the same should be arranged by the department from other contractor/agency and his rate of vehicles/plants what ever may be should paid by the subject CA contractor.

Hiring of multi tasking skilled labour for execute work of RRS exercise (Note (a) contractor shall be arrange minimum 20 nos of skilled labor for when RRS exercise wil done with poring of Rapigrout cement by using IMDM/DES machine (Note (b) : contractor shall be arrange minimum 6 nos of skilled labor when RRS exercise will done with DAC-1

Hiring of skilled mason to execute work of RRS exercise (Note (a) contractor shall be arrange minimum 20 nos of skilled labor for when RRS exercise wil done with poring of Rapigrout cement by using IMDM/DES machine)

M&L for conducting CBR test as per IS-2720 (Part-16 ) for testing strength of subgrade formation surface & submitting test report .

M&L for conducting Dry density of subgrade formation surface and submitting test report

M&L for conducting compressive strength test of specimen of rapigrout of DAC-1 from govt approved lab & submitting test report including taking out at least three sample of by core cutting upto 75 mm dia & transporting to lab