Maintenance work for increasing the depth of existing drain and repair/restoration of affected plinth protection at Academic Block A-02, South Campus, IIT Mandi-2nd Call
Indian Institute of Technology Mandi · Mandi, Himachal Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹6.9L
- EMD: ₹14K
- Published: 03 Nov 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 22:44 UTC
- Ministry: Ministry of Education
- Office: Construction Wing - IITMD
Description
Item-rate civil maintenance work to deepen the existing drain and repair/restore affected plinth protection at Academic Block A-02, South Campus, IIT Mandi. Estimated value is Rs. 6,90,357; completion period is 60 days. EMD of Rs. 13,807 is required. Bidders must meet the stated similar civil works experience criteria.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration Certificate
- Documents required: Demand Draft against tender cost, Demand Draft or Fixed Deposit Receipt against EMD, Enlistment Order of the Contractor, GST Registration Certificate, Certificate from the competent authority for completed similar work in the prescribed format
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Commercial terms
- Bid type: Item rate
- Evaluation: Not stated
- Make in India (MII): No
- MSE preference: No
Line items (24)
- 2 — Qty: 3 4
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil. — Qty: 92 cum
- Excavating trenches by mechanical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : a) All kinds of soil i) Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia — Qty: 5 metre
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: a) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 13 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: a) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 4 cum
- Centering and shuttering including strutting, propping etc. and removal of form work for : a) Foundations, footings, bases for columns — Qty: 171 sqm
- Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 14 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 1045 kg
- Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 240 kg
- Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works — Qty: 608 kg
- Providing and fixing glass strips in joints of terrazo/ cement concrete floors. a) 40 mm wide and 4 mm thick — Qty: 87 metre
- Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work — Qty: 52 sqm
- Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. — Qty: 63 sqm
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge. a) Nominal concrete 1:3:6 or richer mix (including equivalent design mix) — Qty: 17 cum
- Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : a) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : i) With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 — Qty: 1 each
- Extra for depth for manholes : a) Size 90x80 cm i) With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 — Qty: 0.6 metre
- Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: a) Rectangular manhole 90x80 cm and 45 cm deep — Qty: 1 each
- Extra for depth of manholes dismantled : a) Rectangular manhole 90x80 cm and beyond 45 cm depth — Qty: 0.6 metre
- Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 200 mm diameter as per entire satisfaction and direction of Engineer in Charge. — Qty: 8 metre
- Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 200mm bend/Door bend as per entire satisfaction and direction of Engineer in Charge. — Qty: 2 each
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