Military Engineer Services Tender
View complete overview of Nagaland MES Tender
Technical
Technical
Class Of Bidder
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Class 'B' and above.
Technical Capacity
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The required prior work experience for the bidder varies based on the cost of the works. The details are as follows: - For works costing between Rs. 300 lakhs and above: Two Degree holders in Engineering with at least 5 years of practical experience, and adequate numbers of Diploma holders in Engineering with at least 8 years of practical experience.
- For works costing between Rs. 100 lakhs and Rs. 300 lakhs: A Degree holder in Engineering with at least 4 years of practical experience, or Two Diploma holders in Engineering with at least 6 years of practical experience.
- For works costing between Rs. 60 lakhs and Rs. 100 lakhs: A Degree holder in Engineering with at least 3 years of practical experience, or A Diploma holder in Engineering with at least 5 years of practical experience.
- For works costing between Rs. 7.5 lakhs and Rs. 60 lakhs: A Degree holder in Engineering with at least 2 years of practical experience, or A Diploma holder in Engineering with at least 4 years of practical experience.
- For works costing between Rs. 2 lakhs and Rs. 7.5 lakhs: A Degree or Diploma holder in Engineering with adequate practical experience.
- For works of any value for repairs to buildings and roads, periodical services to buildings, term contracts, grass cutting, and fencing: A competent person with adequate practical experience. Additionally, for specific contract amounts:
- For contract amount more than Rs. 2500 lakh and up to 5000 lakh: 2 Graduate Engineers with minimum experience of 5 years, and 3 Diploma Engineers with minimum experience of 8 years.
- For contract amount more than Rs. 5000 lakh: 3 Graduate Engineers with minimum experience of 5 years, and 3 Diploma Engineers with minimum experience of 8 years. No specific information is available on the value and percentage of similar works completed, including values like amount and percentage.
Costs
EMD
₹ 3,23,620Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Provision Of Slope Protection Measures At
Description
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Contact
Tender Id
2025_MES_694832_1Tender No
89814/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for PCC (1:2:4) type B-0 using 12.5 mm graded crushed stone aggregate as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones, bed plates, kerbs, water trough and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and as directed.
4
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M & L for brick work with sub class ‘B’ bricks old size (locally available best quality) straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:4) complete all as specified and as directed.
4.15
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M&L for 15 mm thick rendering in cement mortar (1:4), on fair faces of brick or concrete surfaces, finished the surface even and smooth without extra cement complete all as specified and as directed.
16.6
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M & L for 600mm bore reinforced concrete pipes, class NP2, laid and jointed with collars complete all as specified and as directed.
4
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Supply and installation of Strong face Gabion units of 1 m height made of mechanically woven, double twisted, hexagonal shaped steel wire mesh as per IS 16014:2018, MORTH clause 2500 of required sizes, Mesh type 10x12 with mesh opening tolerances -10% to +10%, Mesh wire dia. 2.7/3.7mm(ID/OD), (higher wire diameter for front panel), 90 Zn + 10 Al + High abrasion resistance coated, mechanically edged/selvedged ,with partition at 1 m interval and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm (ID/OD), Polymer coated wire mesh, when subjected to neutral salt spray test in accordance with ISO 9227, after 10,000 hours of exposure the mesh should not exhibit more than 5% Dark Brown Rust (DBR) and polymer should be resistant to abrasion after 300 cycles and shall not expose metal wire. The third-party testing for abrasion resistance of polymer coating on mesh must be accredited and verified by the Indian Institute of Technology Bombay (IIT Bombay) in strict accordance with the procedure outlined in ASTM A 975., excluding stone costing complete all as specified and as directed.
426.3
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Supply and installation of Strong face Gabion units of 0.5m height made of mechanically woven, double twisted, hexagonal shaped steel wire mesh as per IS 16014:2018, MORTH clause 2500 of required sizes, Mesh type 10x12 with mesh opening tolerances -10% to +10%, Mesh wire dia. 2.7/3.7mm(ID/OD), (higher wire diameter for front panel), 90 Zn + 10 Al + High abrasion resistance coated, mechanically edged/selvedged ,with partition at 1 m interval and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm (ID/OD), Polymer coated wire mesh, when subjected to neutral salt spray test in accordance with ISO 9227, after 10,000 hours of exposure the mesh should not exhibit more than 5% Dark Brown Rust (DBR) and polymer should be resistant to abrasion after 300 cycles and shall not expose metal wire. The third-party testing for abrasion resistance of polymer coating on mesh must be accredited and verified by the Indian Institute of Technology Bombay (IIT Bombay) in strict accordance with the procedure outlined in ASTM A 975, excluding stone costing complete all as specified and as directed.
428.4
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Supply and installation of Gabion mattress made of Mechanically woven, metallic coated (galvanized with zinc in accordance with IS 4826) steel wire conforming to IS 280, Double Twisted, Hexagonal Shaped Wire mesh of Mesh type 6X8 (D=60 mm with tolerance of ± 2%) 90% Zn+ 10% Al alloy + High Abrasion Resistant Polymer coated, with prefabricated vertical ties, Mesh wire dia 2.2/3.2 mm (ID/OD), Mechanically edged/selvedged, with partition of pleated diaphragm 1 m interval and shall have minimum 16 numbers of openings per meter of mesh perpendicular to twist, Polymer coated wire mesh, when subjected to neutral salt spray test in accordance with ISO 9227, after 10,000 hours of exposure the mesh should not exhibit more than 5% Dark Brown Rust (DBR) and polymer should be resistant to abrasion after 300 cycles and shall not expose metal wire (The third-party testing for abrasion resistance of polymer coating on mesh must be accredited and verified by the Indian Institute of Technology Bombay (IIT Bombay) in strict accordance with the procedure outlined in ASTM A 975), with minimum mesh tensile strength of 37kN/m and punch strength of 21kN, as per IS 16014:2018, IRC SP 116:2018 and MORTH Clause 2500, tying with lacing wire of diameter 2.2/3.2 mm (ID/OD) (supplied @3% by weight of Gabion mattress), excluding boulder quantity, including cost of all material, machinery, labour, T&P, cost of other incidental charges and testing as per relevant specifications etc. complete all as specified and as directed.
84
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Supply and installation of Gabion facia unit with integrated tail as secondary reinforcement of length 3m that is made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12, punch strength 25 kN & tensile strength 40 kN/m as per IS 16014:2018, having D=100mm with tolerance of +/-10%, wire dia ID/OD 2.7/3.7mm, , (90% Zn +10% Al)+High abrasion resistance polymer coated. Polymer coated wire mesh, when subjected to neutral salt spray test in accordance with ISO 9227, after 10,000 hours of exposure the mesh should not exhibit more than 5% Dark Brown Rust (DBR) and polymer should be resistant to abrasion after 300 cycles and shall not expose metal wire. The third-party testing for abrasion resistance of polymer coating on mesh must be accredited and verified by the Indian Institute of Technology Bombay (IIT Bombay) in strict accordance with the procedure outlined in ASTM A 975.. Mechanically edged/selvedged and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, with partition at 1m interval etc., complete as per detailed technical specifications attached, excluding stone costing complete all as specified and as directed.
133
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Supply and installation of Non-woven needle punched Geotextile as filter media behind Gabion/Reinforced soil wall, behind gabion fascia and below Gabion units as per MoRTH 700 Type-I 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 as directed.
1652
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Supply and laying drainage composite for use behind walls, between two different fills etc. having three dimensional composite with thermos bonding a draining core having “N/W” configuration in extruded monofilaments of minimum thickness 8mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 28 kN/m, with mass per unit area of 1400 gsm, having minimum creep reduction factor of 1.15 for 100 years life at 100 kPa, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete as per detailed technical specifications complete all as specified and as directed.
440
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Supply and laying of BBA certified high strength flexible geo-grid as primary reinforcement at site store maintained by contractor with a high quality coating like LDPE or equivalent. Latex or Polymer coating or geo-textile or any other coating shall not be permitted. Selection of geo-grid be strictly based on LTDS values for a design life of 120 years at 20°C. GEOGRID shall have High Strength Flexible Uniaxial with low creep characteristics consisting of polyester (PET) & having an outer protective coating of low density polyethylene sheath. It shall have Ultimate tensile strength as mentioned below against each sub item for reinforcement in flexible retaining wall etc. complete as per detailed technical specifications attached complete all as specified and as directed.
4990
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Supply and laying subsurface drainage pipes behind the reinforced soil structure with perforated PVC pipe (lined with Non -woven Geotextile) of 160 mm internal diameter as per the drawings etc, complete all as specified and as directed.
66
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M&L for structural fill of selected earth including good earth brought to site from outside of MOD land including excavation and transportation complete all as specified and as directed.
3234
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Supply and filling boulder of size 150mm to 250mm tying with lacing wires placing of geotextile at the back side etc, complete all as specified and as directed.
1236.8
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M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in PCC lining over step, coping, cills, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed.
150
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Soil investigation survey , Design Engineering , Design Vetted from a reputed organisation (IIT, NITs Only)including stamp of the organisation and signed by the Qualified professor.
1
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Rolling and consolidation formation surfaces in cutting with power roller exc 8 to 12 tonne complete all as specified and as directed.
6.25
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M&L for Soling (or sub-base) 200mm thick (Spread thickness) two layers each layer of 100mm thick compacted separately with broken boulder or quarried stone, interstices filled, surface formed rolled and consolidated to required Gradient and Camber with power roller 8 to 12 Tonne complete all as specified and as directed.
6.25
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M&L for laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and as directed.
6.25
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M & L for preparing of WMM surfaces by brushing with wire brushes for removing caked mud etc. swe eping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer VG-10 @ 10 Kg per 10 Square Metre complete all as specified and as directed.
6.25
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M & L for Providing and consolidating 50 mm thick premix Bituminous Macadam using min 4.5% VG 30 grade binder by weight of total mix aggregate gradation , rolled and compacted to required camber and gradient complete all as specified and as directed.
3.1
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M & L for preparing of black top surfaces by brushing with wire brushes for removing caked mud etc. swe eping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer VG-10 @ 5 Kg per 10 Square Metre complete all as specified and as directed.
6.25
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M & L for semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% paving bitumen(VG-30) as a binder content by weight of total mix, rolled and consolidated to gradient and camber required with 8 to 10 tonne power roller complete all as specified and as directed.
6.25
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M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and as directed.
75
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