Strengthening, Widening and Increasing Height of Existing Pathway and Protection of Pathway by ASE Bund at Haji Ali Dargah.

Dismantling of concrete pedestal including cutting reinforcement by usinsg of concrete saw, complete including all fixing arrangements of the machines, water for cooling, diamond saw, other accessories safety of workers and removal and disposal of debris as per instruction of site -in -charge etc. complete

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials seperately etc. complete.

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By Mechanical Means) (upto 1.5m lift)

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By Mechanical Means) (1.5m to 3m lift)

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (upto 1.5m lift)

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (1.5m to 3m lift)

Supplying and laying trap stone weighing 20 to 50 kilogram for Core/Sub-armour layer including conveying with all the leads,lifts,laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions.

Supplying and laying trap stone weighing 100 to 200 kilogram for Core/Sub-armour/armour layer including conveying with all the leads,lifts,laying in required lines,level,slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions.

Supplying and laying trap stone weighing 200 to 300 kilogram for Apron/armour layer including conveying with all the leads,lifts,laying in required lines,level,slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions.

Laying of trap/laterite stones by rearrangement of stones displaced from existing protection bund weighing 200 to 300 kilogram for Core/Sub -armour/ Armour layer including collection, sorting and relaying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions.

Supplying and laying trap stone weighing more than 1000 kilogram (1000 to 1500 Kg) for Apron/armour layer/Toe layer for Apron/armour layer including conveying with all the leads,lifts,laying in required lines,level,slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions.

Supplying and laying trap stone weighing more than 1000 kilogram (2000 to 3000 Kg) for Apron/armour layer/Toe layer including conveying with all the leads,lifts,laying in required lines,level,slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions.

Providing and laying insitu M-20 cement concrete of trap/granite/quartzite/gneiss metal with 15% plum of trap stones for foundation and bedding of retaining wall sand jetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete.

Providing and laying plain insitu/ready mix M-30 cement concrete of trap/granite/quartzite/gneiss/ crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water,curing curing concrete batch mix plant/pan mixer with fine agreegates of required specifications (VSI sand finely washed etc) (excluding dewatering by pump)for 14days RCC Grade. With Concrete Mixer.

Providing and laying M35 Grade unreinforced plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate (natural sand/ VSI grade fine washed crushed sand) conforming to IS 383, using fine and coare aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tiliting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying and compacted and finished in a continous operation, finishing o lines and grades as directed by Engineer -in Charge and curing by curing compound/cement vata in cement mortar 1:8 @ 0.6m x 0.6m C/C admeasuring 800 at bottom and 40mm at top with depth of 75mm and maintaining the same throughout the curing period by any other method approved by Engineer-In-Charge.

Providing and fixing in position TMT FE 500, 32mm dia dowel bars precoated with anti corrosive epoxy paint of required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulk heads lubricating half length with bituminous paint as directed etc. complete(10000 mm / 300 mm = 34 Nos. Dowel & 264 / 30 m = 9 Nos. Joints in Road Total Nos. : 306) 32 Dia : 6.32 Kg per meter. Length of Dowel bar - 300 mm consider

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. (30000 mm / 450 mm = 67 Nos. Tie bar & 264 / 30 m = 9 Nos. Joints in Road Total Nos. : 1888) 12 Dia : 0.889 Kg per meter.

Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.

Providing and laying insitu / ready mix M-35 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete Tie Beam ncluding necessary scaffolding , plywood / steel formwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement) Using reversible drum type mixer/ concrete batch mix plant (pan mixer) .

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.tie beam as per detailed designs , drawings and schedules .including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete

Providing & Fixing Of Rebar In Existing Concrete Surface By Inserting Reinforcement Bar Of Hilti Or Equivalent Make (Hit-Re-500V4 Of Hilti Or Equivalent Make) For Interconnection Of New R.C. Structure With Existing R.C. Structure..The cost shall include charges for fabrication ,fixtures, erection, necessary welding, grinding, finishing, buffing etc. complete in all respects as directed by the engineer-in-charge

Lean concrete: Providing and laying Castinsitu/ReadyMix cement concrete in M15 of trap/granite/quartzite/gneiss metal for foundation including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honey combed surface and curing etc.complete.The Cement Mortar1:3 plaster is considered for rendering uneven and honey combed surface,only.Newly laid concrete shall be covered by gunnybag,plastic,tarpaulinetc.

Providing and Fixing matfinish stainless steel (of 302 grade) railing with top pipe of 50mm dia.and vertical pipe of 38mm dia at 0.60m c/c or as required and horizontal pipes of 25mm dia in three rows, allpipes of 2mm thick including buffing, fabricating fixtures and fastening including pipe base of appropriate dia meter and ball base of 75mm dia above newel post of 75mm diameter etc. complete (Prior approval of sample and brand by Ex. Engineer is necessary before use)

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia. (OD-63 mm & ID-51 mm nominal)

90 mm dia. (OD-90 mm & ID-76 mm nominal)

120 mm dia. (OD-120 mm & ID-103 mm nominal)

160 mm dia. (OD-160 mm & ID-135 mm nominal)