Tender For Balance Work For Construction Of Road And Drain From Gaughat To Karkraj Tee Via Gyan Sagar School
Tender Value
4 Crore
Estimated cost
Bid Submission
25 Nov 2026
23 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ujjain → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Balance Work For Construction Of Road And Drain From Gaughat To Karkraj Tee Via Gyan Sagar School
BOQ
| Sl. No. | Item Description |
| 1 | Girth from 300 mm to 600 mm |
| 2 | Girth beyond 600 mm to 900 mm |
| 3 | Girth beyond 900 mm to 1800 mm |
| 4 | Girth above 1800 mm |
| 5 | In area of light jungle |
| 6 | Removal of existing asphaltic wearing coat including disposal with all lift and lead upto 1000m. |
| 7 | bridge structure and removal of dismantled material with all lifts and lead upto 1000m. |
| 8 | Bituminous courses |
| 9 | Granular courses |
| 10 | Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000meter, stacking service able and unserviceable materials separately and as per relevant clauses of section-200. |
| 11 | Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material with all lifts and leads upto 1000 meters. |
| 12 | Scarifying the existing bituminous road surface by mechanical means to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 meters. |
| 13 | Dismantling of barbed wire fencing/wire mesh fencing including posts,(any type) foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 meter, stacking serviceable material and unserviceable material separately.. |
| 14 | Prestressed / Reinforced cement concrete grade M-20 & above |
| 15 | in cement mortar |
| 16 | Up to 600 mm dia |
| 17 | Above 600 mm to 900 mm dia |
| 18 | Above 900 mm dia |
| 19 | Excavation for roadwork in soil with hydraulic excavatorincluding cutting and loading in tippers, trimming bottomand side slopes, in accordance with requirements oflines, grades and cross sections, and transporting to theembankment location with all lifts and lead up to 1000 mas per Section-300 of the specifications. |
| 20 | Excavation for roadwork in soil with hydraulic excavatorincluding cutting and loading in tippers, trimming bottomand side slopes, in accordance with requirements oflines, grades and cross sections, and transporting to theembankment location with all lifts and lead up to 1000 mas per Section-300 of the specifications |
| 21 | Construction of embankment as per provisions ofSection 305 with approved materials, confirming torequirements given in Table 301-1 of the specifications,deposited at site from roadway cutting and excavationfrom drain and foundation of other structures,watering, compaction by vibratory roller/heavypneumatic type roller etc. confirming to requirementsgiven in Table 301-2 of the specifications. |
| 22 | Construction of embankment as per provisions of Section 305 with approved materials obtained from borrow pits confirming to requirements given in Table 301-1 of the specifications with all lifts and lead up to 2500 m, including transportation to site, watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301- 2 of the specifications. |
| 23 | Construction of Embankment/Sub-grade/EarthenShoulders with material obtained from othersources, as per provisions of Section 305 of thespecifications, with approved materials/soil confirming torequirements given in Table 301-1 of specificationsincluding all lead and lifts, including cost of watering,compaction by vibratory roller/heavy pneumatic typeroller etc. confirming to requirements given in Table 301-2 of the specifications complete. |
| 24 | Construction of granular sub-base by Plant Mix Methodincluding mixing in a mechanical mixing plant at OMC,carriage of mixed material to work site, spreading inuniform layers with motor grader on prepared surfaceand compacting with vibratory power roller to achieve thedesired density, including all lifts and lead complete asper Section 401 of the specifications |
| 25 | Construction of Dry Lean Cement Concrete SubBase Over a prepared sub-grade with coarse and fineaggregate conforming to IS: 383, the size of coarseaggregate not exceeding 26.5mm, aggregate cementratio not to exceed 15:1, aggregate gradation afterblending to be as per Table 600-1 of the specifications,cement content not to be less than 150 Kg/Cum,optimum moisture content to be determined during triallength construction, concrete strength not to be less than10 MPa at 7 days, mixed in a batching plant, transportedto site, laid with paver with electronic sensor/mechanicalpaver, compacting with 8-10 tonnes vibratory roller,finishing and curing and as per Section 601 ofspecifications. |
| 26 | Construction of dowel jointed, plain CementConcrete pavement in M-40 Grade Concrete over aprepared sub base with 43 or higher grade cement,coarse and fine aggregate conforming to IS:383maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as perapproved mix design, transported to site, laid with a fixedform or slip form paver with electronic sensor, spread,compacted and finished in a continuous operationincluding provision of contraction, expansion,construction and longitudinal joints, joint filler, separationmembrane, sealant primer, joint sealant, debondingstrip, placing of dowel bar and tie rod, admixtures asapproved, curing compound, finishing to lines andgrades as per approved drawings as per IRC:15 and asper Section-602 of the specifications complete butexcluding cost of steel in dowel bar and tie rod etc |
| 27 | Mild Steel dowel bars confirming to IS 432, grade I |
| 28 | HYSD tie bars of Fe 500 grade confirming to IS 1786 |
| 29 | Providing, Laying & Jointing of DWC (double wall corrugated) PE Pipes of renowned duly tested inclusive of all cost of inspection charges, transpotation charges, transit insuranse, loading/ unloading and stacking at site/ store etc, complete. |
| 30 | 250 mm dia |
| 31 | 160 mm dia |
| 32 | 250 mm dia |
| 33 | 160 mm dia |
| 34 | 250 mm dia |
| 35 | 150 mm dia |
| 36 | 250 mm dia |
| 37 | 150 mm dia |
| 38 | 250 mm dia |
| 39 | 150 mm dia |
| 40 | 250 mm dia |
| 41 | 150 mm dia |
| 42 | (b) 1200 mm dia |
| 43 | Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 44 | Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 45 | Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 46 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 47 | Suspended floors, roofs, landings, balconies and access platform. |
| 48 | Thermo-Mechanically Treated bars. (Fe 500 D or more) UADD SOR No. 5.11.4 Page no. 47 |
| 49 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine ith strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. |
| 50 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape |
| 51 | Providing plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 52 | Providing & placing 85 mm thick Hydraulically pressed M 40 cement concrete heavy duty covers with slots including steel reincorcement for ingress of water. |
| 53 | Steel work in built up M.S. tubular section (round, square orrectangular Hollow tube etc.) trusses/frame work etc./ railing work etc. including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. |
| 54 | Providing, fixing and erecting 50 mm dia M.S. pipe(medium class) railing in 3 rows on precast M20 gradeRCC vertical posts1.8 meters high (1.2 m above GL)with 3 holes 50 mm dia for pipe, fixed 2 meters centre to,complete as per approved drawing as per Section-800of specifications |
| 55 | Painting lines, dashes, arrows etc on roads in two coatson old work with ready mixed road marking paintconfirming to IS: 164 on bituminous surface, includingcleaning the surface of all dirt, dust and other foreignmatter, demarcation at site and traffic control as perSection-800 of the specifications including cost of paintetc |
| 56 | Painting two coats on concrete surface after filling thesurface with synthetic enamel paint in all shades as perSection-800 of specifications and IRC:67 including costof paint etc. complete |
| 57 | Supplying and installation road delineators (road wayindicators) as per Section 806 of the specifications. Thestructure shall be made in roll forming process havingheight of 800-900 mm above the ground level, width notless than 100 mm and shall extend not more than 200-300 mm below the ground while being installed, buriedor pressed in to the ground in confirmation with IRC:79,are as directed by the Engineer-in-Charge. The guidepost with pure polyester powder coating with minimum40 microns thickness for protection against corrosion, ontop of which Type XI retro reflective sheeting confirmingto IRC:67 and ASTMD-4956 shall be pasted on bothsides complying to IRC:79. The delineator shouldconsist of minimum retro reflective unit exposed area of330 cm2 white colour, full cube corner micro prismaticnon-metallic retro reflective sheeting on each sideconforming with IRC:67 and meeting the coefficient ofretro reflection values as per ASTM D 4956 Type XI labelspecification. The delineator shall have grooves acrossthe- length to make the reflective sheets vandal-proof. |
| 58 | 90 cm equilateral triangle |
| 59 | Providing and fixing single mould twin shanked molded Road Markers / Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTMD 4280 and complying to specifications of Section 5o fI RC :35 : 2015 and clause 804 of MORTH.As per clause 804.2.2of MoRTH and Section-5 of IRC:35 2015 , the reflecting panels shall consist of number of lenses containing single or dual |
| 60 | Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage (earth measured in stacks will be reduced by 20% for payment. |
| 61 | Supplying, stacking and spreading compost/manure from approved source, (manure measured in stacks will be reduced by 8% for payment) |
| 62 | SHRUBS |
| 63 | Standard Roses H.T. Variety |
| 64 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 65 | All kinds of soil |
| 66 | Ordinary rock |
| 67 | Cement concrete grade M-15 (Nominal Mix ) with 20 mm maximum size of stone aggregate |
| 68 | Moorum/Hard copra |
| 69 | Providing and layingin position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth levelCement concrete grade M-25 (Nominal Mix) with 20 mm maximumsize of stone aggregate |
| 70 | Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills,fillets etc. up to floor two level, excluding the cost of centering,shuttering and finishing :Cement concrete grade M-25 (Nominal Mix) with 20 mm maximumsize of stone aggregate |
| 71 | Thermo-Mechanically Treated bars. (Fe 500 D or more) UADD SOR No. 5.11.4 Page no. 47 |
| 72 | Foundation, footings, bases of column etc. for mass concrete upto plinth level. |
| 73 | walls (any thickness) including attached pilasters, butteresses, and plinth string course etc. |
| 74 | Providing and laying of Filter media with granular materials/stone crushedaggregates satisfying the requirements laid down in clause 2504.2.2. ofMORTH specifications to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and provided over theentire surface behind abutment, wing wall and return wall to the full heightcompacted to a firm condition complete as per drawing and technicalspecification |
| 75 | 3 X 1.5 sq. mm. |
| 76 | 3 X 2.5 sq mm |
| 77 | Supply, fixing, testing & commissioning wall/floor mounted LT panel primer coated with powder coated paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415Volt 3 phase, 50 Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6 mm for doors) duly compartmentalized for incomer, bus section, outgoings, cable alleys & CT, PT Ampere Metre, Volt Metre, selector switches, frequency Metre, phase indicating lamp, Energy Metre complete including cost of busbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, ACB, panel mounted changeover switch/SFUs, etc. as required but excluding cost of busbar strips, Ampere Metre, Volt Metre, selector switch as per approved design & specification |
| 78 | Digital Ampere Metre with CTs with selector switch |
| 79 | Digital Volt Metre with selector switch & HRC fuse |
| 80 | Frequency Metre |
| 81 | Aluminium bus bar strips with PVC sleeves |
| 82 | LED lamp indicator |
| 83 | Current Rating -25 to100 Amps & 70% -100% adjustable |
| 84 | Current Rating -160 Amps & 70% -100% adjustable |
| 85 | Current Rating - 160 Amps & Adjustable : 70 % - 100 % thermal & 5 - 10 times magnetic setting |
| 86 | Current Rating - 250 Amps & Adjustable : 70 % - 100 % thermal & 5 - 10times magnetic setting |
| 87 | MCB SP 6Amp to 32Amp 10kA rating |
| 88 | MCB DP 6Amp to 32Amp 10kA rating |
| 89 | 6 Amp to 32 Amp Rating |
| 90 | MCB FP For 50 Amp to 63 Amp Rating |
| 91 | 50.00mm outside dia. |
| 92 | 110.00mm outside dia |
| 93 | 10 sq. mm. |
| 94 | 150 Sq.mm.(XLPE) |
| 95 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm directing round including excavation, sand cushioining, protective covering and refilling the pit etc. as required. |
| 96 | Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmm but not exceeding 400 Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required. |
| 97 | Earthing with G.I. Earth plate 600 mm X 600 mm X 6mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangment on the top and G.I. watering pipe 20 mm dia 2.7 meter long etc. (but with out charcoal or coke and salt ) complete as required. |
| 98 | Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required |
| 99 | Supplying and laying 6 SWG G.I. wire at 0.5 Meter below ground level as conductor earth electrode including soldering etc. as required. |
| 100 | Add Extra for using salt and charcoal / coke for G.I. Plate or Copper plate earth electrode as required including excavation & refilling. |
| 101 | Gland size 22mm suitable for cable 2/3, 3½, 2/4 x 10 sq. mm or 2x 16 sq. mm |
| 102 | Gland Size 50 mm suitable for cable 3½ x 150 Sq. mm OR 3 x 185 Sq.mm |
| 103 | 2.5 to 6.00 sq. mm |
| 104 | 10.00 sq. mm |
| 105 | 6 -16 sq. mm |
| 106 | 150 Sq.mm. |
| 107 | Upto 16 sq. mm conductor size |
| 108 | Providing and erecting 9mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size & type of foundation bolts.4nos.bolts type M20x750mm 'J' type foundation bolts (EN8 grade) |
| 109 | Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply, installation, testing and commissioning of Astro-Time Switch based on Astroprogram i.e. calculation of sunrise and sunset times through date, time and Indian PIN Codes. It shall have an option of Astro ON period override by times witch and Offset function which allows programming of switching times Offset from the astronomic time. The 230 VAC operated Astro Time Witch shall have an operating range of 96...253 VAC with 1 NO, 16 A, Agn02 Contact material with Starting current of 120 A and 1CO cadmium Free contacts, it shall have LCD status indication with backlight display along with internal easily replaceable battery on the frontside for set- up and programming. The electrical life at rated load AC 1 shall be 1 Lakh cycles and shall work at an ambient temperature of - 20 to + 50 deg C. It shall have a dielectric strength between supply and open contacts of 4000 V AC, between open contacts 1000 V AC respectively and rated impulse voltage (between supply and contacts) of 6k V and rated impulse voltage (between open contacts) of 1.5kV. The mounting shall be on 35 mm D IN rail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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