Tender For Supplying And Installation Of 100 Mt Fully Electronic Modular Welded Design Type Pit Less Weighbridge, Construction Of R On Both Side, Control Room And All Related Civil And Electrical Works At Sstpp, Dongalia Distt. Khandwa.Note:- (1) Quo
Tender Value
44.31 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
13 days left
EMD
88700
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
East Nimar → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Supplying And Installation Of 100 Mt Fully Electronic Modular Welded Design Type Pit Less Weighbridge, Construction Of R On Both Side, Control Room And All Related Civil And Electrical Works At Sstpp, Dongalia Distt. Khandwa.Note:- (1) Quoted Rates Shall Be Excluding Gst. The Evaluation Of Prices Shall Be Done On Least Of The Total Landed Cost To Mppgcl I.E. After Considering Gst Rate Quoted In The Bid.
BOQ
| Sl. No. | Item Description |
| 1 | Item No. 1 Earth work in excavation/embankment with approved quality soil by means of earthi/c cleaning of borrow pit/foundation area by uprooting of all type of vegetation, grass, bushes, saplings etc. by any means and stripping of top layer of minimum 20 cm to such depth as decided by the Engineer-in-Charge, depending upon the suitability of ash to be used in forming ash embankment key etc. i/c disposal of all unsuitable materials outside the working zone/ area with all lead and lift complete as per direction of Engineer-in-Charge i/c loading, transportation, unloading of suitable/ selected excavated materials on the bank layers not exceeding 250 mm thick for forming the embankment with all lead, lift, breaking clods/ lumps, watering, compaction etc to achieve dry density not less than 95% standard proctor with approved mechanical means, trimming of slopes to theoretical profile i/c all other incidental charges such as watering. Cost of labor, equipment and materials etc. complete and materials etc. complete as per specification, drawing and direction of Engineer-in-Charge. |
| 2 | Item No. 2 Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 3 | Item No. 3Granular Sub-base with Close Graded Material (Table: - 400-1) A Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) |
| 4 | Item No. 4 Construction of Base/Sub-base of pavement with lean concrete - fly ash. (Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans.) |
| 5 | Item No. 5Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC-15-2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification. |
| 6 | Item No. 6 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) |
| 7 | Item No. 7 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil. |
| 8 | Item No. 8 Soak pit circular Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. Well burnt bricks With well burnt bricks |
| 9 | Item No. 9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) |
| 10 | Item No. 10 Centering and shuttering including strutting, propping etc. and removal of form work for : Upto plinth Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. |
| 11 | Item No. 11 RCC upto plinth Providing and laying in position specified grade of reinforced cement concrete (nominal/ design mix with 20mm nominal size graded stone aggregate) excl .the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete. |
| 12 | Item No. 12 RCC in walls, columns, pillars etc Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M-20 Grade Concrete . |
| 13 | Item No. 13 RCC in beams, floors, staircases etc Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. M-20 Grade Concrete. |
| 14 | Item No. 14 Centering and shuttering in cluding strutting, propping etc. and removal of form for: Upto plinth Foundations, footings, bases of columns, etc. for concrete upto plinth level. |
| 15 | Item No. 15 Centering and Shuttering - Lintels, Beams and Centilevers Lintels, beams, girders, bressumers and cantilevers. |
| 16 | Item No. 16 Centering and Shuttering - Suspended floors, roofs, landings, balconies and access platform. |
| 17 | Item No. 17 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . Cold twisted bars (CTD) |
| 18 | Item No. 18 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Cement mortar 1:6 (1 cement : 6 sand) |
| 19 | Item No. 19 20 mm cement plaster of mix : 1:6 |
| 20 | Item No. 20 12 mm cement plaster of mix : 1:6 |
| 21 | Item No. 21 Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) including grouting the joints with white cement with matching pigments etc., complete. |
| 22 | Item No. 22 Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. |
| 23 | Item No.23 Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface |
| 24 | Item No. 24 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 25 | Item No. 25 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
| 26 | Item No. 26 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm |
| 27 | Item No. 27 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm dia |
| 28 | Item No. 28 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required |
| 29 | Item No. 29 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 30 | Item No. 30 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work- 15 mm nominal outer dia. Pipes. |
| 31 | Item No. 31 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work- 15 mm nominal outer dia. Pipes. |
| 32 | Item No. 32 Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 86 mm long weighing not less than 88 gm |
| 33 | Item No. 33 Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 160 mm diameter OD (min. wall thickness 4.0mm) |
| 34 | Item No. 34 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. With angles braces Using M.S. angels 40x40x6mm for diagonal braces |
| 35 | Item No. 35 Supplying and installation of 100MT fully electronic modular welded design type Model no. ESC-100 Brand name Steel Eagle or equivalent made having 10 no. load cells having load capacity of each cell 34.5 Ton weighing capacity pit less weigh bridge at SSTPP, Dongalia including providing personal computer with dot matrix printer, UPS, 1.5 KVA online with inbuilt battery, CC Tv camera and all civil work for foundation as per approved drawing of manufacturer construction of control room having internal dimension of 2.5 m*2.5m*3.0m having RCC framed room with 2 No. aluminium glazed window (900mm*1200mm), steel door(800mm*2100mm), RCC Roof, Vitrified flooring with one tubelight, 1 electric fan etc. complete, both side ramp earthing with GI strip 25mm *3mm all necessary electrical connection, all necessary electrical and electronic accessories, Government stamping and Joint operation of weighbridge with the operator of MPPGCL for 15 days etc. complete as per direction of Engineer in charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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