Tender For Rehabilitation & Improvement Of Kaka Saheb Gadgil Sagar Minor Irrigation Project In Mandsaur District Of Madhya Pradesh Under Drip-Ii
Tender Value
7.44 Crore
Estimated cost
Bid Submission
29 Jul 2026
14 days left
EMD
14.89 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
Mandsaur → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation & Improvement Of Kaka Saheb Gadgil Sagar Minor Irrigation Project In Mandsaur District Of Madhya Pradesh Under Drip-Ii
BOQ
| Sl. No. | Item Description |
| 1 | 30 cm thick dry stone pitching (without quarry- spalls) with individual stones of 30 cm depth and minimum size 0.021 cum |
| 2 | Providing 0.2 km stone made of fine chisel dressed cut stone as per type design 3 of WRD. |
| 3 | Fixing km stone (type design 3) in M 7.5 cement concrete with 40 mm graded aggregate including excavation (any strata) handling and fixing of stone, curing etc., complete. |
| 4 | Painting km stone as per type design no 3 with canary yellow background of enamel paint and figuring and labelling with black paint including cost of paint brushes etc., complete. |
| 5 | 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. |
| 6 | Chemical Treatment |
| 7 | Excavation in all kind of soft/loose/hard/dense soils, moorum and 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. |
| 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. |
| 9 | Providing and laying M 10 Mass Concrete Design Mix using 40 mm graded, aggregates, clean, hard including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints ofshuttering etc., complete . |
| 10 | Providing and laying M 20 grade Reinforced Cement Concrete design mix using graded aggregate, clean, hard including cost of all materials(excluding cost of providing and placing reinforcement steel/ bars), 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 |
| 11 | 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 dressing, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compaction to achieve maximum dry density using sheep foot roller/vibratory compactors etc., complete. |
| 12 | Removing and re-constructing 22 cm to 45 cm thic dry stone pitching, over 300 mm thick graded filter media consisting of sand and gravel satisfying specified filter criteria laid in layers of 150 mm thick each using sand from approved quarry and stones and gravel/metal obtain from removed pitching for re-construction, including cost of sand, labour, laying filter and stones, to specified slopes, wedging with stone chips, finishing surface etc., complete. |
| 13 | Providing UV resistant , nontoxic, high strength, non shrink, polymer based cementitious repair mortar such as Poly Ironite Ceramic Cementitious (PICC) for resurfacing on damaged surfaces of concrete dams, masonry dams and colgrout faced dams and hydraulic structures to a thickness upto 10 to 15 mm or as per surface conditions and also treatment to the lift joints and honey combed areas, pot holes etc., by removing loose material, particles, grout slurry, by breaking using manual and/or mechanical means, removing of existing embedded MS bar if any, cleaning the lift joints ,honey combing areas and surface with special chemical for algae- fungi removal and protection with pressure water jet, applying a bond coat of special type of primer suitable to bond old to new concrete and concrete to rock for required bond strength before application of repair mortar and providing a water repellent coat after finishing, complete as per specification including materials, machinery, labour, scaffolding with special hanging platform, hire charges of cranes, insurance charges transportation as directed by the Engineer-in-Charge. |
| 14 | Providing and inserting 12mm- 40mm nipples by drilling holes and fixing nipples with approved (fixing) compound as per standard procedure and specification including subsequent cutting/removal and sealing of holes after completion of grouting operation, including cost of all material, machinery, T&P, labour and cost of other incidental charges and testing as per relevant specifications etc., complete. |
| 15 | Sealing of cracks/ porous concrete by injection process with Cement Grout through nipples complete as per Technical Specification. The rates are inclusive of cost of all material, machinery, T & P, labour and cost of other incidental charges and testing as per relevant specifications etc., complete. |
| 16 | Dewatering and pumping the working area including all connecting operation required etc. complete. for cleanliness of working area - by 5hp to 10 hp diesel pump |
| 17 | Providing and laying M 25 grade Plain Cement Concrete Design Mix using clean, hard and graded aggregates, 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 |
| 18 | Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: |
| 19 | Finishing wall with Deluxe multi surface for interior using primer as manufatures specification painting steel work with Deluxe manufature paint to give an even shade two or more code applied @ 0.90 ltr/10 sqm over and under coat of primer applied @ 0.80 ltr/10 sqm of approved brand or manufacture |
| 20 | Providing and fixing in position railing consisting of IS Rolled Steel joist posts designation IS MB 100 (100X75) 2.5 M interval and rows of 50 MM dia GI pipes (Type-A) including fixing in position on bridge deck complete with all lead and lift for all material as per drawing and specification MPRRDA |
| 21 | 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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle |
| 22 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:-400-1 & Table 400-2)Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Note :-This item can be executed only after prior written approval by C.E. |
| 23 | 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 |
| 24 | Prime Coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. |
| 25 | Bituminous Macadam - Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. |
| 26 | Provision of V Notch |
| 27 | Direction and Place Identification Sign More than 0.9 Sqm Size Board Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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