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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC AT ROAD BOKAKHAT ASSAM | ₹2.7 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.7 Cr+₹10,867.30 (0.04%)Rejected-Finance | ₹2.7 Cr+₹10,867.30 (0.04%) | L2 | Rejected-Finance Refer to Financial minutes. |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Admitted. Refer to Technical minutes. |
| Sl No | Description | Qty | Unit | M/S. M.P. AGARWALLA L1 | Nirmal Kumar Agarwalla L2 |
|---|---|---|---|---|---|
| 1.00Part : A (BRICK CANAL) | |||||
| 1.01 | Site preparation by manual means | 1 | LS | 6,000 ₹6,000 Lowest | 6,500 ₹6,500 |
| 1.02 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 1,068.77 | m3 | 120 ₹1,28,252.88 Lowest | 130 ₹1,38,940.62 |
| 1.03 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 5,073.34 | m2 | 650 ₹32,97,673.6 Lowest | 700 ₹35,51,340.8 |
| 1.04 | Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 including curing for 14 days. | 346.38 | m3 | 6,600 ₹22,86,081.6 Lowest | 6,800 ₹23,55,356.8 |
| 1.05 | Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specifications. | 648.33 | m3 | 8,600 ₹55,75,620.8 Lowest | 8,700 ₹56,40,453.6 |
| 1.06 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 852.74 | m3 | 8,500 ₹72,48,307 | 8,400 ₹71,63,032.8 Lowest |
| 1.07 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses
1000 and 1202 | 84.34 | Tn | 77,800 ₹65,61,574.2 | 75,000 ₹63,25,425 Lowest |
| 1.08 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as
per technical specifications Clauses 613.4 and 1208.4 | 8,117.2 | m3 | 120 ₹9,74,064 | 110 ₹8,92,892 Lowest |
| 1.09 | Carryage of material locally by thella and head load from road side to the project site. | 1 | LS | 4,200 ₹4,200 | 4,000 ₹4,000 Lowest |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
16 Mar 2026, 1:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Construction of Water Distribution Channel to Combat Drought like Situation at Chukia Pathar, Sarupathar Co-District, Golaghat under SDMF
2026_SCD_51609_1
Tender/NIT/Pt-II/2025-26/8387
Open Tender
Civil Works
Item Rate
120 days
Golaghat S. C. Division
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,390
₹5.4 L
Yes
O/o The DSC, Assam
4 Aug 2026
2 Mar 2026
16 Mar 2026
5 Mar 2026
16 Mar 2026
7 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part : A (BRICK CANAL) | |||||
| 1.01 | Site preparation by manual means | - | LS | 6,545 | - |
| 1.02 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 0.6 | m3 | 144.59 | ₹86.61 |
| 1.03 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 0.6 | m2 | 755.77 | ₹453.46 |
| 1.04 | Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 including curing for 14 days. | 0.4 | m3 | 6,611.4 | ₹2,637.95 |
| 1.05 | Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specifications. | 0.2 | m3 | 8,663.2 | ₹1,723.98 |
| 1.06 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 0.8 | m3 | 8,416.87 | ₹6,725.08 |
| 1.07 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses
1000 and 1202 | 0.6 | Tn | 66,924.41 | ₹40,087.72 |
| 1.08 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as
per technical specifications Clauses 613.4 and 1208.4 | 1 | m3 | 154.19 | ₹154.04 |
| 1.09 | Carryage of material locally by thella and head load from road side to the project site. | - | LS | 4,400 | - |
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