Strengthening of Right Bank Main Canal (RBMC) from Ch.17.475 Km. to Ch.23.747 Km. of Tillari Irrigation Project (TIP) and B2 distributary from Ch.2.150 Km. to Ch.9.750 Km. of RBMC of TIP, Construction of head regulator Weir across the river Kalna...

Amount

SUB ESTIMATE-I Improvement to RBMC of TIP by providing RCC lining from Ch.17.475 Km. to Ch.23.747 Km. including improvement to acqueducts, V.P. Dhargal in Pernem Taluka.

Demolishing cement concrete 1:3:6 or richer mixincluding disposal of material within 50 m lead.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Providing and laying 100mm thick reinforced cement concrete canal lining with M20 design mix RMC (Ready Mixed Concrete) of cement content not less than 400Kg/m3 laid with sensor controlled automated canal paving cylinder type machine to the required grade, level and alignment. The RMC to be manufactured with Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC from the transit mixer to the site of laying including the cost of centring, shuttering finishing and HYSD/TMT steel reinforcement of 8 mm Ø at 180 mm c/c in both direction , cost of admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including adequate curing filling of joints with bituminous sealing compound in construction and expansion joints/groove as per IS code 3873-1978 with all lead and lift, all included as per the detailed specifications, drawings and as directed by Engineer-in Charge complete.

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in: a) All kinds of soil

Providing & grouting by Poly Ceramic Cementitious material which consists of NicGrout G 06 or its equivalent + 53 grade cement as per requirement to reduce the porosity of concrete / Masonry structure and to increase the strength of structure using grouting pipes, grouting m/c, mixer etc. and all relevant safety with all leads and lifts, material, machinery, labour, etc. Complete as per specification and as directed by Engineer-in-Charge.

Providing & Applying internal expansion joints filling by polysulphide base material, preformed polyurethane, elastomer , bond breaker and fixing metal plate of aqueduct ,Cleaning will be done by removing all loose particles, dust particles or any other foreign material/ particles using manual or mechanical means. After that, clean the concrete joint with special chemical named as Steripure 100 for removing of algae fungi followed by High Pressure Water Jet and Compressed Air blower of required depth, After cleaning resize the joint using PICC mortar, Apply bond coat a Water Miscible epoxy named as Kelox R101 + Kelox H 404 or its eqivalent (using manual/mechanical means) before PICC application, it ensure strong adhesion with old surface to new PICC mortar. application providing with top coat of Nic Coat PC + Kelmer A 80 or its equivalent after finishing PICC Complete as per specification including cost of all materials, machinery, labour,,insurance charges as directed by the Engineer in charge.

12mm cement plaster 1:3 (1 cement : 3 fine sand)

Neat Cement punning.

SUB ESTIMATE-II Improvement to B-2 distributory of RBMC of TIP by providing D.I. pipes from Ch.2.150 Km. to Ch.2.470 Km., Ch.4.080 Km. to Ch.5.000 Km. & RCC lining from Ch.2.470 Km. to Ch.2.905 Km., Ch.3.220 Km. to Ch.3.440 Km., Ch.5.000 Km. to Ch.5.120 Km., Ch.5.215 Km. to Ch.5.265 Km., Ch.5.540 Km. to Ch.6.750 Km. and its Tail Minor from Ch.0.000 Km. to Ch.1.300 Km., Ch.1.360 Km. to Ch.2.720 Km., Ch.2.810 Km. to Ch.2.870 Km.and Ch.2.900 Km. to Ch.3.000 Km. at Allorna V.P. in Pernem Taluka.

Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area.

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in: a) All kinds of soil

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a) All works upto plinth level.

Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Centering and shuttering including struttings, propping etc. and removal of formwork for: a) Foundations, footings, bases for columns and mass concrete.

12mm cement plaster 1:3 (1 cement : 3 fine sand)

Neat Cement punning.

Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 . Nominal Diameter in mm

Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints. a ) Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.

Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) EPDM type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985. Nominal diamter in mm

Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS: 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 ( class B ) Nominal Diameter in mm a) 600

Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc .complete as directed as per IS:2685-1971 CLASS II & III. Nominal Diameter in mm a) 600

Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, uitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel etc required for completion of job as per the direction of Engineer-in-charge. Nominal Diameter in mm

Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS: 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.

Flanged Socket Nominal Diameter in mm a) 600

Double Socket Bend 45 Degree Nominal Diameter in mm a) 600

Double Socket Bend 22.5 Degree Nominal Diameter in mm a) 600

Double Socket Bend 11.25 Degree Nominal Diameter in mm a) 600

Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints,for pushon tight joints, and including the cost of rebber ring,nut bolts, for flanged joint, including the cost of work force, tools, hydraulic testing of joints etc complete as per the direction of the engineer-in-charge. Flanged Socket Nominal Diameter in mm 600

Providing and fixing M.S. Jali for syphon chamber with 10 mm dia mild steel bars at a spacing of 5 cms center to center welded over the M.S. frame of Angle size 60 x 60 x 5 mm and painting with superior quality ready mixed paint over a coat of metal primer including transportation etc. complete and as directed by the Engineer-in-charge.

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Demolishing cement concrete 1:3:6 or richer mixincluding disposal of material within 50 m lead.

Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Providing and laying 100mm thick reinforced cement concrete canal lining with M20 design mix RMC (Ready Mixed Concrete) of cement content not less than 400Kg/m3 laid with sensor controlled automated canal paving cylinder type machine to the required grade, level and alignment. The RMC to be manufactured with Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC from the transit mixer to the site of laying including the cost of centring, shuttering finishing and HYSD/TMT steel reinforcement of 8 mm Q at 180 mm c/c in both direction , cost of admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including adequate curing filling of joints with bituminous sealing compound in construction and expansion joints/groove as per IS code 3873-1978 with all lead and lift, all included as per the detailed specifications, drawings and as directed by Engineer-in-Charge complete.

SUB ESTIMATE-III Providing un-interrupted raw water supply to the extend 100 MLD to Chandel, Mopa and Dhargal by construction of gravity main from Ch.0.000 Km. to Ch.3.350 Km. of B/2 distributory of RBMC of TIP at Ankhane in Pernem Taluka.

Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area.

Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel, moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary or disintegrated rock, weathered, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging but excluding blasting etc. in all conditions such as dry, moist, saturated submerged, foul conditions etc incl. Setting out cont. of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom & back filling the excavated earth to the extent required and disposing of the surplus excavated earth/rock as directed by the Engineer in charge etc for all leads and lifts etc. as specified and directed etc. all complete.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level.

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a) All works upto plinth level.

Centering and shuttering including struttings, propping etc. and removal of formwork for: a) Foundations, footings, bases for columns and mass concrete.

Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.)(Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9. Nominal Diameter in mm a) 900

Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast iron double flanged manually operated Sluice Valve,generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 200, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI 410 ,spindle, flanges drilled to IS: 1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) Nominal Diameter in mm a) 700

Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast Iron double flanged single door swing non-return valve generally conforming to IS:5312 part-I, having body, door, cover in graded cast iron to IS:210 Gr. FG 200, body Ring in leaded tin bronze IS 318 GR LTB2 and door ring in natural rubber & bearing block of leaded tin bronze to IS:318 Gr. LTB 2 ( 350 mm & above ), hinge pin of stainless steel AISI 410, Flanges drilled to IS:1538 Table 4 & 6 TYPE P.N. 1.6 (Class A) Nominal Diameter in mm a) 900

Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS: 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete.

Double Socket Tee with Branch Flange. Nominal Diameter in mm a) 900x150 (air valve)

b) 900x700 (scour valve)

Flanged Socket Nominal Diameter in mm a) 900

M.J.Collar Nominal Diameter in mm a) 900

Double Socket Bend 90 Degree Nominal Diameter in mm a) 900

Double Socket Bend 45 Degree Nominal Diameter in mm a) 900

Double Socket Bend 22.5 Degree Nominal Diameter in mm a) 900

Double Socket Bend 11.25 Degree Nominal Diameter in mm a) 900

Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron kinetic double orifice air release valve, generally conforming to IS:14845/2000, having small orifice elastic ball resting on a gunmetal orifice nipple and large orifice vulcanite ball seating in a moulded seat ring, with built in kinetic features, isolating sluice valve confirming to IS:14846 mounted in a horizontal position and operated by meter wheel gearing, inlet faced and drilled to IS:1538 Table 4 & 6 . TYPE P.N. 1.6 (Class A) Dia in mm a) 150 mm

Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required, hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight etc. complete. With 10 mm -12 mm thick plate. M.S.spigot tail piece suitable for connectiong M.S pipeline with C.I./D.I pipeline

Welding joint in all position with minimum 3 Nos. of runs for MS pipes and specials and flanges, internally and externally including gauging wherever necessary, fixing appurtances and other accessories, cost of water pumping arrangement and hydraulic testing etc. complete for 12mm/10mm thick M.S.plate. Nominal Diameter in mm MS plate of 900 mm dia

Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints.

a) Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.

b) S & S flanged/plain ended specials

Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints,for pushon tight joints including the cost of work force, tools, hydraulic testing of joints etc complete as per the direction of the engineer in charge. Double socketed specials such as bends, collar couplings etc. Nominal Diameter in mm a) 900

Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer in-charge. Nominal Diameter in mm

Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) EPDM type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985. Nominal Diameter in mm a) 900

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Fixing C.I. Tamper proof Kinetic double orifice type air valve. Small orifice elastic ball resting on bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring with built in Kinetic features of isolating sluice valve of rating P.N. 1.6 with ISI mark mounted on a horizontal mounting operated by metered wheel gear suitable for working pressure of 10 kg / sq.cm. Nominal Diameter in mm a) 150

Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc .complete as directed as per IS:2685-1971 CLASS II & III. Nominal Diameter in mm a) 700

Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc .complete as directed as per IS:2685-1971 CLASS II & III. Nominal Diameter in mm a) 900

Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, suitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel etc required for completion of job as per the direction of Engineer-in-charge. Nominal Diameter in mm a) 900

SUB ESTIMATE-IV(a) Construction of Open Type Barrage across Kalna river at Bailpar in Pernem Taluka.

Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.

Earthwork in excavation by mechanical / manual means all types of strata comprising any of materials such as soil, silt, clay, gravel, morrum of all varities shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, dissintegrated rock, fissured, shattered/decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted incl. of chiselling wedging etc but blasting prohibited in all condition such as dry, moist, saturated submerged foul conditions etc.including pumping or bailing out water shoring and strutting providing barricading,danger lighting, gaurding and disposal of excavated stuff in specified area with 50 lead and lifts etc. complete and as per specification and drawing and as directed by the Engineer-in-charge etc. all complete.

Providing and laying Stone rip rap for Talus with stone available from excavation basaltic/granitic stones 60% of which shall comprise stones not less than 0.0425 cu.m in size each and remaining 40% comprising well graded rubble not below the size of 0.0142 cum including the cost of conveyance of all materials,spreading hand packing wedging etc for all leads and lifts as directed by the Engineer-in-charge.

Centering and shuttering including struttings, propping etc. and removal of form work for:

a) Foundations, footings, bases for columns and mass concrete.

b) For vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

c) Columns, Pillars, piers, abutments, posts and strut, square, rectangular, polygon in plan. etc.

Centering and shuttering including struttings, propping etc. and removal of form work for: a) Columns, Pillars, Posts & struts (circular or curved in plan)

Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 15 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. , from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate /retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer in-charge. All works upto floor V level M-20 grade of concrete.

Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 15 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. , from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer in-charge. All works upto floor V level M-25 grade of concrete.

Providing corrosion resistant steel CRS-50 bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.)(Confirming to IS 1786 if 1985) for RCC work including bending, binding & placing in position in all the floors along with factory made precaste concrete cover blocks of specified sizes whose compressive strengthis not less than that of surrounding concrete in the structural member.

Providing and fixing PVC water seals in constructuin joints as per design and drawing and shall withstand the pressure to the tune of 5kg/sq.cm of approved quality and confirming to the relevant IS code and shall be of one piece and jointing of small pieces shall be avoided, the nominal width shall not be less than 305mm and the thickness shall be between 9.00mm to 12.00mm and shall withstand minimum hydrostatic pressure of 30m of water,including the cost of all materials, labour,tools and plants required in the operation of above work and including incidentals involved as per specifications, drawings and as per directives of Engineer-in-charge.

12mm Cement plaster 1:4 (1 cement;4 fine sand)

Transportation and carriage of materials (Earth)by tipper truck including loading, unloading and stacking of earth upto a lead of 3.00 km

SUB ESTIMATE-IV(b) Designing, supplying, fixing and commissioning of Barage Gates Monorail arrangement and electrical lifting hoist.

Design, fabrication, supply, erection, testing, commissioning and vetting from the recognised institute of sliding type interchangable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze paded slide blocks, guide shoes, rubber seals etc with all accesories for canal regulator vent including cost of all materials, machinary, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc complete as per specifications and approved drawings with all lead and all lifts including packing /forwarding charges for other materials.

Designing, supplying and commssioning steel welded monorail lifting arrangement comprising of ISMB 300. ISMC 250. ISMB400 to form a structure capable of carrying a load of 8 tonnes capacity of barrage gates as per drawing and detailing as shown. The monorail arrangement is to be provided with electrically operated lifting device of capacity 5 tonnes with 2x2.50 tones lifting hooks. 12 mts high lift having 2 ropes drum having 2 from each drum capable of lifting vertically and traverse laterally on the monorail to the banks and two nos of electircaly opertated hoist for operation of lock gates including panel board. cable and ather allied fixtures. All the sections are to be machine welded. revetted wherever required as shown. The monorail arrangement should be fixed to the base plate of designed requisite thickness duly anchored in to the column with foundation bolts of 20mm including cost of transportation from the fabrication site to the work site and hoisting anf fixing in position and testing the lifting arrangement such as cranes. motors and other construction materials should be of relevant IS and as per drawing enclosed and all complete.

Designing, Supplying, Testing and Fixing and Commissioning electrically operated lifting device of capacity 5 tonnes with 2x2.50 tones lifting hooks. 12 mts high lift having 2 ropes drum having 2 falls from each drum capable of lifting vertically and traverse laterally on the monorail to the banks and two nos of electircaly opertated hoist for operation of lock gates including panel board. cable and other allied electrical fixtures all complete as per the drawing enclosed and as directed by Engineer in Charge.

Designing supplying. testing , erecting and fixing electrically operated hoist of suitable capacity for lock gates as per drawing enclosed. The gate will be operated by electrical device of suitable capacity designed to carry the designed load as per the approved drawing of the gate all complete and as directed by engineer in charge.

SOUTH EAST CONSTRUCTIONS COMPANY PVT LTD

Laxmi Civil Engineering Services Pvt Ltd

Sheth and Sura Engineers Pvt Ltd

BAGKIYA CONSTRUCTIONS PVT LTD