Rehabilitation and Improvement of Sakalda Minor Irrigation Project in Dhar District of Madhya Pradesh under DRIP-II
Engineer-in-Chief, Water Resources Department · Dhar, Madhya Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹6.4Cr
- EMD: ₹12.8L
- Published: 21 Oct 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 10 Nov 2026 03:18 UTC
- Department: Water Resources Department, Government of Madhya Pradesh
- Office: Chief Engineer (Procurement), O/o Engineer in Chief, Water Resources Department, Tulsinagar, Bhopal
Description
Civil works for rehabilitation and improvement of the Sakalda Minor Irrigation Project under DRIP-II, including dam and irrigation infrastructure works. The completion period is 12 months, including rainy season and canal running period.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Bid Security, Cost of bidding document payment proof, Affidavit regarding correctness of information furnished with bid document, Digital Signature Certificate, Eligibility and qualification documents, Power of Attorney, if applicable, Joint Venture documents, if applicable
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (34)
- Providing, Fixing and Painting chainage cum boundary stone (as per type design no 4 of WRD) in M‐7.5 cement concrete with 40 mm graded aggregate including excavation (any strata), handling and fixing of stone, curing etc & paint with enamel paint and figuring and labelling with black paint including cost of paint brushes etc complete and as per directed by Engineer-in-charge. — Qty: 37 each
- Painting of gauge post 1.8 m long with synthetic enamel of approved brand & manufacture to give an even shade by two or more coats and marking the gauge with Japan paint Red, Black and White with standard metric gradation marking of 5 mm thickness in black & white alternately & red synthetic enamel of width 5 mm at every 50 mm etc., complete.and as directed by Engineer-in-charge. — Qty: 21 each
- Automated Rain Gauge Station (ARG) Equipment set with necessary hardware as per technical specification and Five Years Operation & Maintenance and comprehensive Warranty for Automatic Rain Gauge (ARG) Station with Telemetry along with accessories installed at designated locations underthis contract after final acceptance of RTDAS systems. This includes replacement of material & consumable as & when required at bidder cost.The cost of Communication for GSM & GPRS telemetry for data transmission shall be borne by bidder The license fee as applicable for DOT for INSAT transmission shall be borne by purchaser as per directed by Engineer-in-charge. — Qty: 1 nos.
- Excavation in all kind of soft/loose/hard /dense soils, moorum & moorum mixed with boulders and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. FOR STEPS. and as per directed by Engineer-in-charge. — Qty: 3544.8 cum
- Excavation in soft/disintegrated/weathered rock including wet excavation, dressing, placing the excavated materials neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc complete and as per directed by Engineer-in-charge. — Qty: 6252.32 cum
- Excavation in hard rock of all toughness (blasting prohibited), placing the excavated rock neatly in specified dump area or disposing off the same as directed, including wet excavation, cost of site clearance, all materials, machinery, labour etc., complete. and as per directed by Engineer-in-charge. — Qty: 24937 cum
- Earthwork for embankment (hearting/casing) using selected soil from approved borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour and all other operations such as collection of soil, spreading soil in layers of specified thickness, sorting out, breaking clods, leveling, sectioning edges/ sides, watering, compacting to achieve maximum dry density using sheep foot roller/vibratory compactors etc. Complete. and as per directed by Engineer-in-charge. — Qty: 78014.58 cum
- Providing, fabricating and placing in position steel reinforcement bars for Reinforced cement concrete /Plain Cement Concrete structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping /welding joints wherever required, tying with 1.25 mm diameter soft annealed steel wire etc. Complete..and as per directed by Engineer-in-charge. — Qty: 2.303 tonne
- Providing and laying M‐15 grade Mass Concrete design mix using graded aggregates, clean, hard, including cost of all materials, machinery, labour, formwork, cantering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete Using aggregate of maximum size. 40mm and as per directed by Engineer-in-charge. — Qty: 94.59 cum
- Providing and laying M-20 grade Plain Cement Concrete Design Mix using graded aggregate, clean, hard including cost of all materials, machinery, labour, formwork,centering, scaffolding, cleaning, batching, mixing placing in position,levelling,vibrating, finishing, curing,packing joints of shuttering etc., complete.Using aggregate of maximum size 20 mm and as per directed by Engineer-in-charge. — Qty: 20.13 cum
- Providing average 50 mm deep cement mortar flush pointing to face stone masonry in Cement mortar including cost of all materials, labour, raking-out and cleaning joints, pressing mortar into joints, scaffolding,finishing, curing etc., complete Cement mortar 1: 3 and as per directed by Engineer-in-charge. — Qty: 700.2 sqm
- Providing filter blanket horizontally, including laying, spreading packing etc. Complete in layers of required thickness but excluding excavation of foundation. Shingle 40 mm nominal size and as per directed by Engineer-in-charge. — Qty: 4011.84 cum
- Sand passing through 4.75 mm screen. and as per directed by Engineer-in-charge. — Qty: 2185.74 cum
- Construction of rock toe in earthen embankments including laying & hand dressing, wedging and finishing over surface etc. Complete. Boulders and as per directed by Engineer-in-charge. — Qty: 12008 cum
- Filling foundations around masonry works with suitable soil obtained from spoil bank or borrow area including watering and ramming etc., complete. and as per directed by Engineer-in-charge. — Qty: 1472.67 cum
- 30 cm thick dry-stone pitching without quarry spalls with individual stones of 30 cm depth and minimum size 0.021 cum Complete. and as per directed by Engineer-in-charge. — Qty: 490.56 cum
- Providing stone chips under spalls under stone pitching, Complete. and as per directed by Engineer-in-charge. — Qty: 245.28 cum
- Providing and constructing Dry rubble wall (toe wall) with stone of minimum size 0.021 cum at the base of stone pitching or rip-rap excluding excavation etc., complete. and as per directed by Engineer-in-charge. — Qty: 525.6 cum
- Stripping the seat of embankment of all foreign materials, vegetation and other growth like grass roots etc. and removing the rubbish up to a suitable distance including dressing but excluding jungle clearance etc. complete and as per directed by Engineer-in-charge. — Qty: 9196.3 cum
- Preparing surface for turfing, including laying 15 cm of good soil on top in layers, good soil on top in 7.5 cm layers, surface watering and light ramming etc & Turfing on prepared surface, including seed or sods. and as per directed by Engineer-in-charge. — Qty: 40201 sqm
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