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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAdmitted-Finance BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹5.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.8 Cr+₹6.3 L (1.10%)Admitted-Finance | ₹5.8 Cr+₹6.3 L (1.10%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ranjan Dutta L2 | RAJU CHANDRA BASUMATARY L1 |
|---|---|---|---|---|---|
| 1.00 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. | 1 | each | 2,50,000 ₹2,50,000 Lowest | 2,50,000 ₹2,50,000 Lowest |
| 2.00 | Providing and constructing one span service road to reach island location from one pier location to another pier location | 40 | Meter | 3,500 ₹1,40,000 Lowest | 3,500 ₹1,40,000 Lowest |
| 3.00 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizontal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. | 80 | Meter | 3,500 ₹2,80,000 Lowest | 3,500 ₹2,80,000 Lowest |
| 4.00 | Excavation for Structures (Earth work 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. B . Mechanical Means, (I) Without dewatering (i) upto 3 m Depth | 225.51 | Cum | 200 ₹45,101.8 Lowest | 200 ₹45,101.8 Lowest |
| 5.00 | 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 | 3.85 | tonne | 1,90,000 ₹7,32,260 | 1,80,000 ₹6,93,720 Lowest |
| 6.00 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb (iv). RCC M-35 Grade. Case II. With Batching Plant, Transit Mixer and Concrete Pump | 34.59 | Cum | 10,000 ₹3,45,860 Lowest | 10,250 ₹3,54,506.5 |
| 7.00 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications B. Well Steining viii. RCC M-35 Grade Case II. With Batching Plant, Transit Mixer and Concrete Pump | 755.06 | Cum | 10,500 ₹79,28,098.5 | 10,250 ₹77,39,334.25 Lowest |
| 8.00 | 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 ii. PCC Grade M-25 Grade. Case II. With Batching Plant, Transit Mixer and Concrete Pump | 277.01 | Cum | 10,500 ₹29,08,636.5 | 10,250 ₹28,39,383.25 Lowest |
| 9.00 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications F. Well Cap iv. RCC M-35 Grade Case II. With Batching Plant, Transit Mixer and Concrete Pump | 197.3 | Cum | 10,500 ₹20,71,681.5 | 10,000 ₹19,73,030 Lowest |
| 10.00 | Sinking of 7.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 B. Clayey Soil for Abutment i. Depth below Bed Level upto 3.0m | 6 | m | 10,500 ₹63,000 Lowest | 10,500 ₹63,000 Lowest |
Tender Value
₹5.5 Cr
EMD Value
₹10.9 L
Closing Date
6 Apr 2026, 2:00 pmClosed
Chief Engineer, EAP, PWRD, Assam
Chief Engineer, EAP, PWRD, Assam
Construction of RCC Bridge on Gongarjaoflong-Charagaon Road CE/EAP/ARRBP/OCB/Bridge-1/Kokrajhar/35
2026_PWRDW_51761_12
RFB No CE/EAP/ARRBP/BR/Z4/2025/T07
Open Tender
Civil Works - Bridges
Item Rate
720 days
Kokrajhar
Please refer Tender documents.
7 documents required · 7 mandatory
₹11,000
₹10.9 L
Yes
3 Jul 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
27 Mar 2026 - 6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. | |||||
| 2Providing and constructing one span service road to reach island location from one pier location to another pier location | |||||
| 3Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizontal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. | |||||
| 4 | Excavation for Structures (Earth work 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. B . Mechanical Means, (I) Without dewatering (i) upto 3 m Depth | 225.51 | Cum | - | - |
| 5Providing 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 | |||||
| 6 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb (iv). RCC M-35 Grade. Case II. With Batching Plant, Transit Mixer and Concrete Pump | 1 | Cum | - | - |
| 7 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications B. Well Steining viii. RCC M-35 Grade Case II. With Batching Plant, Transit Mixer and Concrete Pump | 0.8 | Cum | - | - |
| 8 | 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 ii. PCC Grade M-25 Grade. Case II. With Batching Plant, Transit Mixer and Concrete Pump | 0.2 | Cum | - | - |
| 9 | Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications F. Well Cap iv. RCC M-35 Grade Case II. With Batching Plant, Transit Mixer and Concrete Pump | 0.2 | Cum | - | - |
| 10Sinking of 7.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 B. Clayey Soil for Abutment i. Depth below Bed Level upto 3.0m | |||||
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