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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.6 LAccepted-AOC | ₹62.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹73.9 LRejected-Finance MILIJULI PATH BELTOLA HATIGAON GUWAHATI KAMRUP METRO ASSAM 781028 | GUWAHATI | KAMRUP METRO | ASSAM | 781028 | ₹73.9 L | L2 | Rejected-Finance Refer to Financial minutes. |
| 3 | Rejected-Technical VILL HENGRABARI P O P S DISPUR DIST KAMRUP METRO PIN 781006 | DISPUR | KAMRUP METRO | ASSAM | 781006 | - | - | Rejected-Technical Refer to technical minutes |
| Sl No | Description | Qty | Unit | DIJESH BUJAR BARUAH L1 | Ranjan Das L2 |
|---|---|---|---|---|---|
| 1.00Part - A : Construction of Boundary Wall | |||||
| 1.01 | Site Clearance | 1 | L.S. | 3,328.13 ₹3,328.13 | 3,927 ₹3,927 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 569.16 | m3 | 257.69 ₹1.5 L | 304.06 ₹1.7 L |
| 1.03 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 500 | m2 | 545.48 ₹2.7 L | 643.63 ₹3.2 L |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level | 50 | m3 | 6,138.78 ₹3.1 L | 7,243.4 ₹3.6 L |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | 175.53 | m3 | 7,513.98 ₹13.2 L | 8,866.05 ₹15.6 L |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for :5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Beam | 454 | m2 | 546.51 ₹2.5 L | 644.85 ₹2.9 L |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for :5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Post | 1,092 | m2 | 722.5 ₹7.9 L | 852.51 ₹9.3 L |
| 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
12, 10 mm dia:- | 11,460.24 | Kg | 80.54 ₹9.2 L | 95.03 ₹10.9 L |
| 1.09 | Mild steel and Medium Tensile steel bars | 5,111.44 | Kg | 79.91 ₹4.1 L | 94.29 ₹4.8 L |
Tender Value
₹73.9 L
EMD Value
₹1.5 L
Closing Date
9 Jan 2026, 1:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Rajapukhuri Pond Rejuvenation and Community infrastructure Development Project under RIDF-XXXI
2025_SCD_49475_7
Tender/NIT/Pt-I/2025-26/5606
Open Tender
Civil Works
120 days
South Bank Soil Conservation Division
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,480
₹1.5 L
Yes
O/o The DSC, Assam
13 Mar 2026
19 Dec 2025
9 Jan 2026
26 Dec 2025
9 Jan 2026
30 Dec 2025
29 Dec 2025
Part - A : Construction of Boundary Wall
Site Clearance
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
Centering and shuttering including strutting, propping etc. and removal of form for :5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Beam
Centering and shuttering including strutting, propping etc. and removal of form for :5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Post
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 12, 10 mm dia:-
Mild steel and Medium Tensile steel bars
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :6.3.2 With modular bricks
Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer
Construction of RCC Signboard
Solar Lights Fitting & Fixing etc.
Part -B : R.C.C. Slab Culvert
Earth work in excavation of foundation trenches including filling up the trenches & removal of surplus spoil after completion of foundation work, ramming, dressing of sides and bottom etc. as directed and specified.
Providing soling in foundation and under floor with stone/ best jhama brick, sand packed after preparing the subgrade.
Providing PCC: Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40mm normal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Providing RCC work with Prop. 1:2:4 in foundation, abutement of wing wall with proper reinforcement as per design & specification.
Supplying of Reinforcement (TMT) in position to reinforce cement concrete work with two piles 0.9 mm. (20 S.W.G.) annealed wire as per specification etc. complete as directed.
Cement plastering 12 mm. thick in proper 1:3 including cleaning the surface & curing etc. complete as directed.
Earth work by head load in filling embankment in layers not exceeding 20cm thick including breaking clods, dressing and sectioning, cambering and ramming, within a lead up to 30 m and lift up to 1.5m etc.
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
Sign Board: Construction of RCC Signboard
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