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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.0 L
EMD Value
₹3,940
Closing Date
11 Nov 2026, 5:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Jagmal
DIV 1 Rohtak
A/mtc of Master Roads in Urban Estate, Rohtak for the year 2026-27.
2026_HBC_558747_1
20263FDC56C7 8993 42F9 8888 3472D6162F06267HSV
Open Tender
Civil Works
Works
30 days
Rohtak
As per approved DNIT/NIT/CBD
2 documents required · 2 mandatory
₹250
₹3,940
Yes
5 Nov 2026
5 Nov 2026
12 Nov 2026
5 Nov 2026
11 Nov 2026
5 Nov 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 | [2.RM053] RM053. Barbed wire | 155 | Kg. | 49 | ₹7,595 |
| 2 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | 9.5 | cum | 83 | ₹788.5 |
| 3 | [6.1.6A]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6A. 1:4:8 (1 Cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). | 4.75 | cum | 1,866 | ₹8,863.5 |
| 4 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level | 4.75 | cum | 4,464 | ₹21,204 |
| 5 | [6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level | 10.69 | cum | 4,502 | ₹48,126.38 |
| 6 | [6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts | 142.56 | Sqm | 262 | ₹37,350.72 |
| 7 | [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars | 1,081 | Kg. | 68 | ₹73,508 |
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Tendernotice_1.pdf
PDF • 0.87 MB
BOQ_638756.xls
BOQ • 0.35 MB
AD0180618.pdf
Additional Documents • 1.48 MB
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