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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹52.7 LAdmitted-Finance GIRIDIH JHARKHAND | -15.10% | ₹52.7 L | L1 | Admitted-Finance |
| 2 | L2₹60.8 L+₹8.1 L (15.4%)Admitted-Finance BOKARO | BOKARO | JHARKHAND | 825102 | -2.00% | ₹60.8 L+₹8.1 L (15.4%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical GRAM BABHAN TOLI PO GIRIDIH THANA GIRIDIH DISTRICT GIRIDIH | - | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical AT GOLGO PO CHANDOURI PS TISRI DIST GIRIDIH JHARKHAND PIN 815317 | GIRIDIH | JHARKHAND | 815317 | - | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹62.1 L
EMD Value
₹1.2 L
Closing Date
6 Mar 2026, 12:30 pmClosed
Executive Engineer, R.D.Special Division, Giridih
Executive Engineer, Rural Development Special Division, Giridih 3rd Floor, New Collectoriat Building, Paparwatand, Giridih
CONSTRUCTION OF RCC PULIYA AT- NAKTIJORIYA RIVER BETWEEN CHATTAPATTHAL AND DHAWATAND UNDE BLOCK- PIRTAR, DIST- GIRIDIH
2026_RDSPL_110519_1
RDD/SD/GIRIDIH/03/RE/2025-26/3
Open Tender
Civil Works - Bridges
Works
270 days
PIRTAND(GIRIDIH)
Please Refer Tender/Bidding Documents
3 documents required · 3 mandatory
₹10,000
₹1.2 L
28 Jul 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 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 | Laying and Jointing PVC Pipe. Heading | - | - | - | - |
| 2 | A. BRIDGE PART
Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Mechanical means. Depth upto 3m (not requiring blasting) in ordinary soil | 0.6 | Per m³ | 57.4 | ₹34.38 |
| 3 | Ordinary Rock | 0.4 | Per m³ | 318.8 | ₹127.52 |
| 4 | P.C.C. M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) | 1 | Per m³ | 3,376.1 | ₹3,372.72 |
| 5 | P.C.C. M15 (1:2:4) grade levelling course below approach slab complete as per design and specification below Approach Slab | - | Per m³ | 3,610.04 | - |
| 6 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & manual placing) | 1 | Per m³ | 4,378.3 | ₹4,373.92 |
| 7 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & concrete pump) Height upto 5 M | - | Per m³ | 4,630.9 | - |
| 8 | Construction of railing of M 30 grade in – situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification. | - | R/m | 1,987.6 | - |
| 9 | Furnishing and placing Reinforcement/Pre stressed cement concrete in Super-Structure as per drawing and technical specification, RCC Grade M 30 Solid Slab (Height upto 5 M) | 1 | Per m³ | 5,073.1 | ₹5,068.03 |
| 10 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification. | 1 | Per m³ | 10,876.5 | ₹10,865.62 |
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