Military Engineer Services Tender

View complete overview of Sikkim MES Tender

Military Engineer Services - MES Tender

Works
Civil Works Others
Eprocure
Opening Date14 Oct 2024
Closing Date23 Nov 2024
Tender Amount₹ 15,50,00,000 
Notes
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Costs

Summary

Provn Of Restrengthening Of Retaining Wall Near Bldg No. Pb-60, 61 And 62 And Pb-27 And 28 At Burdong Under

Description

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Documents
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BOQ Items

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All as per Srl Item No. 2 here-in-above but depth for each addition 1.5 m or part thereof in depth beyond the first 3 m and not exceeding 4.5 m complete all as specified and directed.

1725

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Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 1000 m and lift exceeding 1.5m and not exceeding 3 m complete all as specified and directed.

18

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All as per Srl Item No. 5 here-in-above but depth exceeding 3 m but not exceeding 4.5 m complete all as specified and directed.

746.14

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Supply and installation of Gabion units of 1 m height made of mechanically woven, double twisted, hexagonal shaped steel wire mesh as per IS 16014:2018 and IRC SP 116 and MORTH clause 2500 of required sizes or equivalent, mesh type 10X12 with mesh opening tolerances -10% to +10%, mesh wire dia 2.7/3.7mm(ID/OD), (Zn+10%AI + PVC coated), mechanically edged /selvedged, with partition at 1 m interval, tying with lacing wire, placing at indicated places in dry condition at easily accessible location as per direction of Engineer including tools, plant, labour etc. complete in all respect, carrying the material from nearest approach with all leads & lifts, manpower & machinery, materials, labour etc. complete as per detailed technical specifications including filling the gabion units with stones complete all as specified and shown on drawing and as directed.

8395.75

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Supply and Installation of polyster needle punched non-woven geotextile as filter media behind Gabion wall as per MoRTH 700 Type-III geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials labour etc. complete all as specified and directed.

3082.6

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Supplying & Backfilling behind gabion wall with approved selected granular fill material to be obtained from private querry or land (out of MOD) as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200) complete all as specified and shown on drawing and as directed

898.15

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Supply and Installation of Self Drilling Anchors of 38mm/19mm diameter (OD/ID), Yield load minimum 400 kN, nut, Bearing plate (sixe 200 x 200 x 10mm), coupler for connecting bars, drill bit and full length grouting with suitable non-shrinkage admixture including all ancillary items for foundation anchoring etc. including material, machinery and labour complete as per technical specifications complete all as specified and shown on drawing and as directed.

8460

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Supply and laying of Geotextile Articulating Concrete Block Mattress AB 800 (ACBM), UnilBi directional cable Grouted with Cement Mortar / Grout Mix over Non-Woven Geotextile of 200 GSM as per technical specifications. The Articulating Block Fabric shall be procured from the Indian manufacturer of the product directly of work. (including non-woven geotextile but cement Grout concrete mortar will be paid separately in relevant item) complete all as specified and shown on drawing and as directed.

1747.2

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Supplying and Pouring of Cement Grout/ Cement sand Mortar etc complete in Articulating Block Fabric Form using Grout mix, that shall mix shall exhibit a minimum compressive strength of 20N/mm2 at 28 days, when made and tested in accordance IS : 516. The sand' cement ratio shall be determined by mix design and flow of grout using (Flow Cone Method) as per approved designs complete all as specified and directed.

341.25

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M&L for PCC (1:4:8) type D-2 (using 40 mm grade crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.

75.7

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M&L for Reinforced cement concrete M-25 (Design mix) (using 20mm gradded crushed stone aggregate) as in concrete pedestal, jacketing complete all as specified and directed.

1668

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M&L for formwork to sides of concrete foundations, Concrete Pedestal, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finish complete all as specified and directed.

800

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M&L HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications as per MORTH specification 1600 & 2200 including material, machinery and labour complete as per technical specifications, Drawing and complete all as specified and directed.

52740

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S&F of polyster needle punched non-woven geotextile as filter media behind Gabion wall, behind gabion mattress as per MoRTH 700 Type-l geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials labour etc. complete all as specified and directed.

754

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S&F of 0.5 m thick Gabion mattress made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10 X 12 as per IS 16014:2018 and IRC SP 116 and MORTH clause 2500 or equivalent, Mesh wire dia 2.7/3.7 mm (ID/OD), (Zn+10%Al) + Polymer coated, Mechanically edged/selvedged, with partition at 1 m interval, tying with lacing wire placing at indicated places in dry condition at easily accessible location as per direction of Engineer including tools, plant, labour etc. complete in all respect, carrying the material from nearest approach with all leads & lifts, manpower & machinery, materials, labor etc. (including filling the gabion units with stones) complete as per detailed technical specifications, shown on drawing and as directed.

442

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S&F cutting to required size and fabrication of 'H' type "frame using ISA 60x60x6, ISMC 100 (Conforming to Fe-410W) (Gde-E-250) Quality-A and placing the same behind Gabion units as required including all material, labour, machinery etc (as per Drawing) complete all as specified and directed.

22560

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S&F big size boulders of size more than 0.75m diameter designed as per IRC-89 to be placed in front of river side toe gabion wall and on top of mattress (scour apron) as a protective layer from the impact of river flow and debris including all material, labour, machinery etc. complete all as specified and directed.

250

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S&F bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete all as specified and directed.

36

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M&L subsurface drain hole (horizontal /inclined) in the slope with perforated PVC pipe (lined with Non-Woven Geotextile) of 100 mm internal diameter by drilling and inserting the perforated PVC pipe as per the drawings etc. including all material, labour, machinery etc. complete all as specified and directed. NOTE : Non-woven geo textile shall be measured and paid separately under relevant items.

1410

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Supply and installation of High Tensile Strength steel wire/cable mesh integrated during manufacturing with three dimensional erosion control mat having minimum tensile strength 170KN/M with coating for corrosion resistance, 95% ZN+ 5% AL (+/-1%) with 3D erosion control mat of PP having minimum mass per unit are 400 grams/Sqm extruded with steel wire/ cable mesh including top support rope, bottom support rope and all other accessories, material, machinery, labour etc. complete or equivalent/ higher system along with detailed drawings and specifications complete all as specified shown on drawing and directed. NOTE : The equivalent or higher system will be evaluated by IIT. Equivalent product meeting the specifications shall be technically evaluated and accepted.

591.5

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Supply and hydraulically applied erosion control products by means of hydro seeding/ hydro mulching using Biotic Soil Media and High Performance Flexible Growth Medium on the hill side and valley side slope surface erosion control by means of vegetation Hydroseeding of soil slopes using hydraulically applied erosion control products including mixing of seeds, mulch (meeting performance parameters as mentioned in technical specification), fertilizer and soil amendment products if required in hydro seeder machine with water and spraying the mixture with 100 Psi pressure pump on hilly slope on exposed soils complete all as specified and directed.

591.5

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