SPM in Arawali .Kante .Waked Section in the State of Maharashtra

RO Mumbai - MoRTH · Ratnagiri, Maharashtra · Civil Works & Infrastructure · open

Key facts

Tender value: ₹8.4Cr
EMD: ₹16.8L
Published: 17 Oct 2026
Closing date: 09 Nov 2026
Status: open
Status as of: 27 Oct 2026 01:53 UTC
Ministry: Ministry of Road Transport and Highways
Department: P6 Delhi - MoRTH
Office: NH Division-Ratnagiri - MoRTH

Description

Works tender for slope protection and mitigation in the Arawali–Kante–Waked section of Maharashtra, including cable nets, anchors, shotcrete, drainage, hydroseeding, excavation and concrete works. Estimated value is INR 83,856,271; EMD is INR 1,677,126.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (54)

Design, Providing, Supply and installation of ETA/EAD Certified high tensile rolled cable net with double knot connection having aperture size not more than 300mm in one direction and minimum longitudinal tensile strength 220KN/m and punchuring reslstance 350 kN, comprising of minimum 10mm dia wire rope cable with steel core with a minimum breaking load of 63kN. The tensile strength of wire of the cable should be 1770 N/sqmm having corrosion protection of Zn Coating Class A or 95% Zn + 5% Al Class-B (Galfan) Coating as per IS/ISO-17746-2016 for treatment of slopes incuding all cost of material (net, boundary rope & rope anchor etc comprising of the complete system) labour, special Iabour and T&P required to complete the work in all respect in accordance with drawings, Technical Specifications and as per the direction of Engineer-in-charge, Product Manufacturer shall have in-house test facility for conducting longitudinal tensile strength and punchuring resistance test and shall be resp — Qty: 2073 Sqm
Design, Providing, Supply and fixing 3D net including all cost of labour, material and T&P required for proper completion of work, 3D net is lightweight three dimensional mat made of continuous filaments. 3D net are made of three dimensional structure consisting of UV stabilized non degradable Polypropylene/ Polyethylene/ Nylon or similar polymer fibres that are extruded or heat bonded/tangled at the contact points to provide a dimensionally stable Matrix for soil erosion protection with minimum tensile strength 2 kN/m in length direction & 1 kN/m in cross direction having minimum thickness 5mm and minimum mass per unit area 400 gsm. — Qty: 829 Sqm
Application of 100mm thick Shotcrete (M-25) in two layers 50mm each sandwiched with chain link fabric 50mmx50mm size including supply of all material for shotcrete (inclusive for rebound) and excluding the cost for chain link fabric, labour, T&P etc., for proper completion of the work as per drawings, technical specifications and the direction of in-Charge — Qty: 168 Cum
Supply and lnstallation of G.I. chain Iink fabric fencing of required width in mesh size 50x50mm including 2mm dia binding wire, nuts, bolts and washers as required for proper completion of the work as per drawings, technical specifications and the direction of in-Charge. Made of G.I. wire of 4mm dia. — Qty: 1118 Sqm
Design, Providing, Supply and Installation of Self driven rock anchor made of 40CR material with outer dia of 38mm and inner dia of 19mm, Yield Load Carrying Capacity of Minimum 400 KN in soil / overburden /rock suitable for drilling placing and cement grouting. Installation with all accessories such as 76 mm dia drill bit, couplers, 10mm thick base plate and nut and bolt complete in all respect but excluding the cost of cement grouting which will be paid extra as per relevant BOQ item. (shall be in line with and meeting the requirements as per MoRTH circular no E-file No.-RW/NH-33044/55/2021-S&R (P&B) pt. / Hill Slope Monitoring dated 01.07.2026) — Qty: 415 RM
Cement pressure grouting through Hollow Soil Solid Rock Anchor of outer dia 76/51/38/32/25 in Rock/overburden including all cost of material and equipments required to complete the grouting watk at desired pressure — Qty: 312 Bag
Design, Providing, Supply and Installation of 32mm dia fully threaded rock anchors (Fe550D) including supply of all material, labour, t&p for proper completion of work. Installation of all accessories such as Coupler, 250X250 base plate with 10mm thickness and nut and bolt complete in all respect but excluding the cost of cement grouting which will be paid extra as per relevant BOQ item. (shall be in line with and meeting the requirements as per MoRTH circular no E-file No.-RW/NH-33044/55/2021-S&R (P&B) pt. / Hill Slope Monitoring dated 01.07.2026) — Qty: 844 RM
Drilling of 76 mm dia hole for installation of 32mm dia Anchors in rock by sufficient drilling equipment with necessary auxiliary equipment & accessories and including all cost of equipments, labour, materials & works connected with drilling — Qty: 844 RM
Cement pressure grouting through Hollow Soil Solid Rock Anchor of outer dia 76/51/38/32/25 in Rock/overburden including all cost of material and equipments required to complete the grouting watk at desired pressure — Qty: 633 Bag
Providing and Installing subsurface drainage pipes - semi Perforated PVC pipe (fixed with Non woven Geotextiles) of 75 mm internal diameter as per the drawings etc. complete including the cost of drilling and as directed by Engineer-in-Charge — Qty: 120 RM
Hydroseeding of soil slopes including mixing of seeds, mulch (meeting performance parameters as mentioned and technical specification based on site specific requirements), fertiliser and soil amendment products if required in hydro-seeder machine with water spraying this mixture with 100 psi pressure pump on hilly slopes on exposed soil (end product must form blanket within 2 hours of application and soil erosion must be controlled after 2 hours of application) including watering till propagation of grasses and shrubs — Qty: 745 Sqm
Scaling of rock chunk lying on the slope i/c all cost of machinaries, cost of crakamite powder if required,making the ramp i/c all cost of labour, material, breaking of rock piece using breaker and disposal of muck within a lead of 5km as per drawings and direction of Engineer Incharge, Technical Specifications — Qty: 373 Cum
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. 1. Upto 1,50m Ift Normal Rate 2. 1.50m to 3.00m lift, Add 10% 3. 3.00m to 4.50m lift, Add 20% 4. 4.50m to 6.0m lift, Add 30% — Qty: 147 Cum
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By manual means ) a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30% — Qty: 63 Cum
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly 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 mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) — Qty: 72 Cum
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. 1. Upto 1,50m Ift Normal Rate 2. 1.50m to 3.00m lift, Add 10% 3. 3.00m to 4.50m lift, Add 20% 4. 4.50m to 6.0m lift, Add 30% — Qty: 2.52 Cum
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By manual means ) a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30% — Qty: 1.08 Cum
Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) — Qty: 9.6 Cum
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. — Qty: 1.05 MT
Design, Providing, Supply and installation of ETA/EAD Certified high tensile rolled cable net with double knot connection having aperture size not more than 300mm in one direction and minimum longitudinal tensile strength 220KN/m and punchuring reslstance 350 kN, comprising of minimum 10mm dia wire rope cable with steel core with a minimum breaking load of 63kN. The tensile strength of wire of the cable should be 1770 N/sqmm having corrosion protection of Zn Coating Class A or 95% Zn + 5% Al Class-B (Galfan) Coating as per IS/ISO-17746-2016 for treatment of slopes incuding all cost of material (net, boundary rope & rope anchor etc comprising of the complete system) labour, special Iabour and T&P required to complete the work in all respect in accordance with drawings, Technical Specifications and as per the direction of Engineer-in-charge, Product Manufacturer shall have in-house test facility for conducting longitudinal tensile strength and punchuring resistance test and shall be resp — Qty: 1777 Sqm

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