Tender For Rehabilitation & Improvement Of Sakalda Minor Irrigation Project In Dhar District Of Madhya Pradesh Under Drip-Ii.
Tender Value
6.41 Crore
Estimated cost
Bid Submission
25 Nov 2026
32 days left
EMD
12.83 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhar → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation & Improvement Of Sakalda Minor Irrigation Project In Dhar District Of Madhya Pradesh Under Drip-Ii.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | 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. |
| 11 | 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. |
| 12 | 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. |
| 13 | Sand passing through 4.75 mm screen. and as per directed by Engineer-in-charge. |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. |
| 17 | Providing stone chips under spalls under stone pitching, Complete. and as per directed by Engineer-in-charge. |
| 18 | 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. |
| 19 | 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. |
| 20 | 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. |
| 21 | Medium shrub jungle (25% to 50% area covered by shrubs) clearance involving removal of grass, shrubs, bushes and twigs including rooting out & disposal etc. complete. and as per directed by Engineer-in-charge. |
| 22 | Removing and re‐constructing 22cm to 45cm thick dry-stone pitching, with stones obtained from removal of old pitching, to specified slopes including wedging with stone chips, finishing surface etc. complete. and as per directed by Engineer-in-charge. |
| 23 | Slope protection work of Spill Channel Abutment and as per directed by Engineer-in-charge. |
| 24 | Emergency gate provision on upstream of service gate. and as per directed by Engineer-in-charge. |
| 25 | Supply and Installation of V-Notch Weir and Electronic Piezometer as per directed by Engineer-in-charge. |
| 26 | Bathymetric Survey and Investigations. and as per directed by Engineer-in-charge. |
| 27 | Wire mesh 20 gauge (chain link galvanized 50 mm x50 mm opening) annexure iv item no.110 pg no 174 and as per directed by Engineer-in-charge. |
| 28 | Clearing and Grubbing Road Land - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness. and as per directed by Engineer-in-charge. |
| 29 | Embankment / Sub Grade Construction with Material Obtained from Borrow Pits - Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300.and as per directed by Engineer-in-charge. |
| 30 | Surface Drains in Soil - Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Suitable Excavated material to be used in embankment within a lead of 50 meters as per relevant clauses of section-300.and as per directed by Engineer-in-charge. |
| 31 | Crusher Run Macadam Sub Base/Base Course - Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (ii) For 37.5 mm maximum sizeand as per directed by Engineer-in-charge. |
| 32 | Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.and as per directed by Engineer-in-charge. |
| 33 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408.A) Hard Shoulders (CBR value >12) and as per directed by Engineer-in-charge. |
| 34 | Prime Coat Over WMM/WBM - Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base, Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface, Open - Graded Premix Surfacing - Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates Seal Coat - Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats and as per directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 32 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 34 daysTender Documents
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