CONSTRUCTION OF MARATHWADA MUKTI SANGRAM SMARAK AND IMMERSIVE TECHNOLOGY AT TALUKA AND DISTRICT CHH.SAMBHAJINAGAR
Public Works Region - Aurangabad · Chhatrapati Sambhajinagar, Maharashtra · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹75.9Cr
- EMD: ₹38.0L
- Published: 29 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 01:48 UTC
- Ministry: Government of Maharashtra
- Department: Public Works Department
- Office: Public Works Division, Chhatrapati Sambhajinagar
Description
Construction of the Marathwada Mukti Sangram Smarak and immersive technology facilities at taluka and district Chhatrapati Sambhajinagar. The works include civil and electrical components. Estimated value is Rs. 758,879,022, with a completion period of 24 calendar months including monsoon.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Tender fee payment receipt, EMD payment receipt, Technical bid documents, Financial bid BOQ in XLS format, Valid Class II / III Digital Signature Certificate
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (344)
- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means — Qty: 3436.13 Cu.M
- Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means — Qty: 2634.37 Cu.M
- Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means — Qty: 2061.68 Cu.M
- Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By MechanicalMeans — Qty: 1374.45 Cu.M
- Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. — Qty: 2802.146 Sq.M
- Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per square metre of vertical surface area covering 10 years guarantee on bond paper. — Qty: 2124.273 Sq.M
- Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per squaremetre of surface area covering ten years guarantee on bond paper. — Qty: 1152.107 Sq.M
- Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for 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: 366.692 Cu.M
- Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as 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 and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).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: 2094.215 Cu.M
- (A)Upto Level 12.00 — Qty: 915.85 Cum
- (B)From 12.00 to 18.00 m — Qty: 357.23 Cum
- ( C)From 18.00 to 24.00 m — Qty: 357.23 Cum
- (D)From 24.00 to 26.400 m — Qty: 142.89 Cum
- (E ) From 26.400 m to 32.400 — Qty: 357.23 Cum
- (F)From 32.400 m to 38.400 m — Qty: 357.23 Cum
- (G)From 38.400 m to 44.400 — Qty: 357.23 Cum
- (H)From 44.400 m to 50.400 — Qty: 357.23 Cum
- (I)From 50.400 m to 56.400 — Qty: 357.23 Cum
- (J)From 56.400 m to 62.400 — Qty: 54.26 Cum
- (K) Above 62.400 m — Qty: 40.69 Cum
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