}

Construction Of Retaining Wall Near Dube Baug In Kulgaon Badlapur Municipal Council Area . , BADLAPUR-Maharashtra

Directorate Of Municipal Administration-DMA has published Construction Of Retaining Wall Near Dube Baug In Kulgaon Badlapur Municipal Council Area . . Submission Date for this Tender is 01-02-2021. Wall construction Tenders in BADLAPUR Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

26737625
Construction Of Retaining Wall Near Dube Baug In Kulgaon Badlapur Municipal Council Area .
Open Tender
Indian
Maharashtra
BADLAPUR
01-02-2021

Tender Details

Construction Of Retaining Wall Near Dube Baug In Kulgaon Badlapur Municipal Council Area .

Key Value

Document Fees
INR 550 /-
EMD
INR 36419.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:- CONSTRUCTION OF RETAINING WALL NEAR DUBE BAUG IN KULGAON BADLAPUR MUNICIPAL COUNCIL AREA.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 PART A - CIVIL WORK BI01010001010000000000000515BI0100001112
2 2 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. By Mechanical Means BI01010001010000000000000515BI0100001113 248.25 CUM
3 3 Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete. BI01010001010000000000000515BI0100001114 30.03 CUM
4 4 Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel\ncentering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed\nsurface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only.\nNewly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type\nmixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) BI01010001010000000000000515BI0100001115 15.02 CUM
5 5 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations\nlike raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or\nas directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth\nand even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).\nwith fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI\nGrade finely washed etc) BI01010001010000000000000515BI0100001116 60.06 CUM
6 6 Providing and laying plain in situ / 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 /\npan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (excluding dewatering by pump)\nfor 14 days RCC Grade.With Concrete Mixer\n BI01010001010000000000000515BI0100001117 98.28 CUM
7 7 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. BI01010001010000000000000515BI0100001118 1374.6 RMT
8 8 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, Staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. BI01010001010000000000000515BI0100001119 17.02 MT
9 9 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary. BI01010001010000000000000515BI0100001120 145 HRS
10 10 Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. BI01010001010000000000000515BI0100001121 11.38 CUM
11 11 Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew in less than 20 degree, moderately curved with maximum horizontal movement upto 50 mm to be installed by the manufacture / supplier or their authorized representative ensuring compliance to the manufactures instructions for installation for road and bridge works as per approved drawings and standard specifications etc. complete. BI01010001010000000000000515BI0100001122 4.8 RMT
12 12 Part B BI01010001010000000000000515BI0100001123
13 13 TESTING CHARGES BI01010001010000000000000515BI0100001124 1 Number
14 14 ADD 12% G.S.T. (S.G.S.T. 6% + C.G.S.T. 6%) BI01010001010000000000000515BI0100001125 1 Number
15 15 ADD (1 % Insurance) BI01010001010000000000000515BI0100001126 1 Number
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