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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 Cr+₹20.4 L (5.32%)Admitted-Finance | ₹4.0 Cr+₹20.4 L (5.32%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 Cr+₹21.7 L (5.66%)Admitted-Finance | ₹4.1 Cr+₹21.7 L (5.66%) | L3 | Admitted-Finance |
| 4 | L4₹4.1 Cr+₹29.8 L (7.78%)Admitted-Finance | ₹4.1 Cr+₹29.8 L (7.78%) | L4 | Admitted-Finance |
| 5 | L5₹4.3 Cr+₹42.6 L (11.1%)Admitted-Finance BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹4.3 Cr+₹42.6 L (11.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ranjan Dutta L8 | RAJU CHANDRA BASUMATARY L5 | PRADIPTA CHOUDHURY L2 | m/s s s d construction L6 | Debadib Das L1 | Nabaraj Narzary L7 | Sanswrang Basumatary L4 | M/S R.B. Associates L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 70 | Meter | 4,500 ₹3,15,000 | 3,000 ₹2,10,000 | 1,500 ₹1,05,000 | 4,000 ₹2,80,000 | 12,500 ₹8,75,000 | 4,801.77 ₹3,36,123.9 | 4,435.92 ₹3,10,514.4 | 1,400 ₹98,000 Lowest |
| 2.00 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. | 1 | each | 3,00,000 ₹3,00,000 | 2,00,000 ₹2,00,000 | 75,000 ₹75,000 | 60,000 ₹60,000 | 55,941.53 ₹55,941.53 Lowest | 66,891.23 ₹66,891.23 | 61,802.15 ₹61,802.15 | 80,000 ₹80,000 |
| 3.00 | Providing and constructing one span service road to reach island location from one pier location to another pier location | 30 | Meter | 8,500 ₹2,55,000 | 5,500 ₹1,65,000 | 12,000 ₹3,60,000 | 3,000 ₹90,000 | 3,300 ₹99,000 | 3,895.28 ₹1,16,858.4 | 3,598.39 ₹1,07,951.7 | 2,500 ₹75,000 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) Depth upto 3 m | 541.5 | Cum | 150 ₹81,225 | 150 ₹81,225 | 60 ₹32,490 Lowest | 120 ₹64,980 | 110 ₹59,565 | 144.75 ₹78,382.13 | 133.72 ₹72,409.38 | 150 ₹81,225 |
| 5.00 | 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 (ii) Depth 3 m to 6 m | 199.27 | Cum | 150 ₹29,890.8 | 150 ₹29,890.8 | 77 ₹15,343.94 Lowest | 150 ₹29,890.8 | 130 ₹25,905.36 | 191.03 ₹38,066.93 | 176.47 ₹35,165.53 | 150 ₹29,890.8 |
| 6.00 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) | 486.4 | Metre | 13,500 ₹65,66,400 | 12,000 ₹58,36,800 | 12,000 ₹58,36,800 | 11,000 ₹53,50,400 | 12,500 ₹60,80,000 | 15,773.93 ₹76,72,439.55 | 14,522 ₹70,63,500.8 | 10,500 ₹51,07,200 Lowest |
| 7.00 | Levelling course for Pile Cap | 21.51 | Cum | 6,500 ₹1,39,834.5 | 6,500 ₹1,39,834.5 | 5,150 ₹1,10,791.95 Lowest | 5,800 ₹1,24,775.4 | 5,200 ₹1,11,867.6 | 6,112.85 ₹1,31,505.74 | 5,647.11 ₹1,21,486.28 | 5,500 ₹1,18,321.5 |
| 8.00 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump | 368.87 | Cum | 10,000 ₹36,88,740 | 9,000 ₹33,19,866 | 10,000 ₹36,88,740 | 10,500 ₹38,73,177 | 6,400 ₹23,60,793.6 Lowest | 7,657.68 ₹28,24,719.05 | 7,070 ₹26,07,939.18 | 9,000 ₹33,19,866 |
| 9.00 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 89.48 | tonne | 80,000 ₹71,58,800 | 75,000 ₹67,11,375 | 63,000 ₹56,37,555 | 80,000 ₹71,58,800 | 55,000 ₹49,21,675 Lowest | 67,326.76 ₹60,24,735.12 | 62,197.1 ₹55,65,707.49 | 80,000 ₹71,58,800 |
| 10.00 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a) Initial and Routine load test. | 1,000.46 | tonne | 550 ₹5,50,253 | 550 ₹5,50,253 | 200 ₹2,00,092 Lowest | 200 ₹2,00,092 Lowest | 320 ₹3,20,147.2 | 391.55 ₹3,91,730.11 | 361.71 ₹3,61,876.39 | 225 ₹2,25,103.5 |
Tender Value
₹4.3 Cr
EMD Value
₹8.5 L
Closing Date
11 Jun 2026, 2:00 pmClosed
Chief Engineer, EAP, PWRD, Assam
O/o the Chief Engineer, EAP, PWRD, Assam, Fatasil
Construction of RCC Bridge Bongaigaon ASTC to chaprakata GP office via Birjora Tea Factory Birjora Tea Estate Road CE/EAP/ARRBP/OCB/Bridge1/Bongaigaon/10
2026_PWRDW_52390_5
eCF No 743008/2 dtd 14/05/2026
Open Tender
Civil Works - Bridges
Item Rate
720 days
Bongaigaon
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,600
₹8.5 L
Yes
O/o the Chief Engineer, EAP, PWRD, Assam, Fatasil
3 Jul 2026
26 May 2026
11 Jun 2026
26 May 2026
11 Jun 2026
26 May 2026
26 May 2026 - 11 Jun 2026
28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | - | Meter | 100 | - |
| 2 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. | - | each | 100 | - |
| 3 | Providing and constructing one span service road to reach island location from one pier location to another pier location | - | Meter | 10 | - |
| 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) Depth upto 3 m | 541.5 | Cum | 10 | ₹5,415 |
| 5 | 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 (ii) Depth 3 m to 6 m | 0.8 | Cum | 10 | ₹7.99 |
| 6 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) | 1 | Metre | 10 | ₹9.99 |
| 7 | Levelling course for Pile Cap | - | Cum | 10 | - |
| 8 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump | 0.6 | Cum | 10 | ₹6 |
| 9 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 1 | tonne | 10 | ₹9.99 |
| 10 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a) Initial and Routine load test. | - | tonne | 10 | - |
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