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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.1 LAdmitted-Finance | -17.87% | ₹36.1 L | L1 | Admitted-Finance |
| 2 | L2₹36.4 L+₹38,636.18 (1.07%)Admitted-Finance | -16.99% | ₹36.4 L+₹38,636.18 (1.07%) | L2 | Admitted-Finance |
| 3 | L3₹37.3 L+₹1.3 L (3.51%)Admitted-Finance | -14.99% | ₹37.3 L+₹1.3 L (3.51%) | L3 | Admitted-Finance |
| 4 | L3₹37.3 L+₹1.3 L (3.51%)Admitted-Finance | -14.99% | ₹37.3 L+₹1.3 L (3.51%) | L3 | Admitted-Finance |
| 5 | L4₹39.7 L+₹3.7 L (10.1%)Admitted-Finance | -9.55% | ₹39.7 L+₹3.7 L (10.1%) | L4 | Admitted-Finance |
Tender Value
₹43.9 L
EMD Value
₹87,800
Closing Date
24 Aug 2026, 6:00 pmClosed
EE PWD Dn. BHIM
BHIM
Construction of Constuction Of Missing CD Work Deogarh To NH-08 Via Kundeli Baraton Ka Badiya Road
2026_CEPWD_589289_2
NIT 06/2026-27 EE PWD Division Bhim
Open Tender
Civil Works
Percentage
120 days
BHIM
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through Chalan
₹87,800
Yes
2 Sept 2026
17 Aug 2026
25 Aug 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil. Upto 3 m depth | - | Cum | - | - |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 | 1 | Cum | - | - |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 | - | Cum | - | - |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 | 1 | M.T. | - | - |
| 5 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 | - | Each | - | - |
| 6 | Construction of reinforced, plain cement concrete pavement, thicknessas per design, overapreparedsubbase,with43gradecementoranyothertypeasperClause602.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383,maximumsizeofcoarseaggregatenotexceeding31.5mm,mixedinaconcretemixerofnotlessthan0.5cumcapacityandappropriateweighbatcherusingapprovedmixdesign,laidinapprovedfixedSideFormwork(steelchannel,layingandfixingof150micronthickpolythenefilm,wedges,steelplatesincludinglevellingtheformworkasperdrawing),spreadingtheconcretewithshovels,rakes,compactedusingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionofcontractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealantnearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcreteslabsfor14-days,usingwaterfinishingtolinesandgradeasperdrawingandMoRTHSpecificationClause602includingvaccumdewateringprocesswithallrequired equipments (Dowel Bars will be paid seprately) | - | Cum | - | - |
| 7 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | - | Each | - | - |
| 8 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. | - | Each | - | - |
| 9 | Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board. | - | Sqm | - | - |
| 10 | Add GST 18 % | - | Sqm | 0.87 | - |
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