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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 CrAccepted-AOC | ₹8.6 Cr | L1 | Accepted-AOC Awarded |
| Sl No | Description | Qty | Unit | Nozrul Islam L1 |
|---|---|---|---|---|
| 1.00 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 75 | each | 1,753.02 ₹1,31,476.5 Lowest |
| 2.00 | Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 90 | Meter | 1,404.07 ₹1,26,366.3 Lowest |
| 3.00 | Construction of temporary Bamboo bridge of 3.70m clear road waywith Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should bedigonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 120 | Meter | 3,636.9 ₹4,36,428 Lowest |
| 4.00 | Providing and constructing temporary island for construction of well foundation complete as per technical specification. (C) For 8.0 m dia well - Depth of Water above 3.0 m i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 2 | each | 2,47,770.88 ₹4,95,541.76 Lowest |
| 5.00 | Providing and constructing one span service road to reach island location from one pier location to another pier location i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 80 | Meter | 3,884.68 ₹3,10,774.4 Lowest |
| 6.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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. I) Ordinary Soil. i) depth upto 3.0m (without dewatering) i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 701 | Cum | 133.71 ₹93,730.71 Lowest |
| 7.00 | Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 6.82 | tonne | 1,20,388.46 ₹8,21,290.07 Lowest |
| 8.00 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-35 Grade . Case I. Using Concrete Mixer i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 117.41 | Cum | 9,272.12 ₹10,88,630.34 Lowest |
| 9.00 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications B. Well Steining i. RCC M-35 Grade Case I. Using Concrete Mixer i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 1,424.05 | Cum | 8,499.44 ₹1,21,03,636.03 Lowest |
| 10.00 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-25 Grade . Case I. Using Concrete Mixer i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 419.47 | Cum | 7,878.22 ₹33,04,684.82 Lowest |
Tender Value
₹8.2 Cr
EMD Value
₹16.4 L
Closing Date
20 Mar 2026, 2:00 pmClosed
Chief Engineer, EAP, PWRD, Assam
Chief Engineer, EAP, PWRD, Assam
Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III.CE/EAP/ARRBP/OCB/Bridge-1/Dhubri/19
2026_PWRDW_51761_2
RFB No CE/EAP/ARRBP/BR/Z4/2025/T07
Open Tender
Civil Works - Bridges
Item Rate
900 days
Dhubri
Please refer Tender documents.
7 documents required · 7 mandatory
₹16,500
₹16.4 L
Yes
6 Jul 2026
7 Mar 2026
20 Mar 2026
7 Mar 2026
20 Mar 2026
7 Mar 2026
7 Mar 2026 - 20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | - | each | 100 | - |
| 2 | Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | - | Meter | 100 | - |
| 3 | Construction of temporary Bamboo bridge of 3.70m clear road waywith Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should bedigonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | - | Meter | 10 | - |
| 4 | Providing and constructing temporary island for construction of well foundation complete as per technical specification. (C) For 8.0 m dia well - Depth of Water above 3.0 m i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | - | each | 10 | - |
| 5 | Providing and constructing one span service road to reach island location from one pier location to another pier location i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | - | Meter | 10 | - |
| 6 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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. I) Ordinary Soil. i) depth upto 3.0m (without dewatering) i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | - | Cum | 10 | - |
| 7 | Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | - | tonne | 10 | - |
| 8 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-35 Grade . Case I. Using Concrete Mixer i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 0.6 | Cum | 10 | ₹6 |
| 9 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications B. Well Steining i. RCC M-35 Grade Case I. Using Concrete Mixer i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 0.4 | Cum | 10 | ₹3.99 |
| 10 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-25 Grade . Case I. Using Concrete Mixer i) Bridge No. 2/1 on Mayerchar Pt-I to Nayeralga Pt-III. | 0.4 | Cum | 10 | ₹4 |
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