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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹1,300 (0.01%)Admitted-Finance | ₹1.2 Cr+₹1,300 (0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI NAGEN HALOI L2 | Sri Ankur Das L1 |
|---|---|---|---|---|---|
| 1.00Rennovation of existing pond | |||||
| 1.01 | Item 1/DF/2:- Bailing out accumulated water from the Tank/Pond/Beel/Swampy and Marshy areas with help of power pump machines to expose the bed to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation of power pump machine. | 4,303.93 | cum | 5 ₹21,519.65 Lowest | 6.5 ₹27,975.55 |
| 1.02 | Item 2/APWD(R)3.6:- Excavation in Soil with Hydraulic Excavator of CK 90 and Tippers with disposal upto 1000m.Excavation……..of 0.9 cu.m bucket capacity including cutting and loading in tippers, trimming bottom and side slope in accordance with requirement of lines grade and cross section loading and disposal of cut road with in all lift and leads upto 1000 metres. | 4,558.16 | Cum | 128 ₹5,83,444.48 | 110 ₹5,01,397.6 Lowest |
| 1.03 | Item 3/APWD(SH & MDR)3.10:- Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if required). The excavated earth is utilized in renovation of embankment AB,BC,HI,CF & DE.(Utilization of earth obtained at Annxure-II) | 1,143 | Cum | 100 ₹1,14,300 Lowest | 120 ₹1,37,160 |
| 2.00Construction of Boundary Fencing | |||||
| 2.01 | CPWD/2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil | 554.85 | cum | 280 ₹1,55,358 | 205.45 ₹1,13,993.93 Lowest |
| 2.02 | CPWD/11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 649.5 | sqm | 900 ₹5,84,550 | 733.3 ₹4,76,278.35 Lowest |
| 2.03 | CPWD/5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more 8mm/12mm/6mm tor | 16,683.26 | kg | 97 ₹16,18,276.22 | 95 ₹15,84,909.7 Lowest |
| 2.04 | CPWD/5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 6mm/8mm/10mm/12mm tor | 5,824.24 | kg | 97 ₹5,64,951.28 | 95 ₹5,53,302.8 Lowest |
| 2.05 | CPWD/5.9 Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete | 320 | sqm | 307.95 ₹98,544 Lowest | 350 ₹1,12,000 |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
14 Jul 2026, 12:30 pmClosed
The Director of Fisheries, Assam
O/o The Director of Fisheries, Assam, Meen Bhawan, Guwahati-16
23 Fishery Project (Additional Infrastructure in Department Farm) under RIDF XXVIII (2022-23) Rejuvenation of Namati Departmental Fish Farm
2026_FD_52828_1
AF(S) 71/RIDF/2023-24/644-46 Dated 20/06/2026
Open Tender
Civil Works
Works
365 days
Namati, Nalbari
Refer Bid Documents
4 documents required · 4 mandatory
₹2,480
₹2.5 L
Yes
O/o The Director of Fisheries, Assam
17 Aug 2026
22 Jun 2026
14 Jul 2026
22 Jun 2026
14 Jul 2026
1 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rennovation of existing pond | |||||
| 1.01 | Item 1/DF/2:- Bailing out accumulated water from the Tank/Pond/Beel/Swampy and Marshy areas with help of power pump machines to expose the bed to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation of power pump machine. | 4,303.93 | cum | 4.2 | ₹18,076.51 |
| 1.02 | Item 2/APWD(R)3.6:- Excavation in Soil with Hydraulic Excavator of CK 90 and Tippers with disposal upto 1000m.Excavation……..of 0.9 cu.m bucket capacity including cutting and loading in tippers, trimming bottom and side slope in accordance with requirement of lines grade and cross section loading and disposal of cut road with in all lift and leads upto 1000 metres. | 4,558.16 | Cum | 93 | ₹4,23,908.88 |
| 1.03 | Item 3/APWD(SH & MDR)3.10:- Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if required). The excavated earth is utilized in renovation of embankment AB,BC,HI,CF & DE.(Utilization of earth obtained at Annxure-II) | 1,143 | Cum | 84 | ₹96,012 |
| 2Construction of Boundary Fencing | |||||
| 2.01 | CPWD/2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil | 554.85 | cum | 205.45 | ₹1,13,993.93 |
| 2.02 | CPWD/11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 649.5 | sqm | 733.3 | ₹4,76,278.35 |
| 2.03 | CPWD/5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more 8mm/12mm/6mm tor | 16,683.26 | kg | 89.65 | ₹14,95,654.26 |
| 2.04 | CPWD/5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 6mm/8mm/10mm/12mm tor | 5,824.24 | kg | 89.65 | ₹5,22,143.12 |
| 2.05 | CPWD/5.9 Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete | 320 | sqm | 307.95 | ₹98,544 |
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