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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L3₹2.0 CrRejected-AOC | ₹2.0 Cr | L3 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M/S Shivam Trading & Co. L2 | SAMIRAN INFRASTRUCTURE PVT. LTD L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Ordinary Soil
(i) Excavation in Cutting in Soil by manual means with lead upto 50 m
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 | 3,963.2 | cum | 155.5 ₹6.2 L | 130 ₹5.2 L |
| 2.00 | Granular Sub-base with Well Graded Material (Table 400.1) (Only for PMGSY work)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 | 349.7 | cum | 1,600 ₹5.6 L | 1,800 ₹6.3 L |
| 3.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 2,098.2 | sqm | 1,430.6 ₹30.0 L | 1,358.86 ₹28.5 L |
| 4.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A With Crushed Stone
P.C.C grade M 15
Nominal mix 1:2.5:5 (Hand mixing) | 157.37 | cum | 6,050.8 ₹9.5 L | 6,000 ₹9.4 L |
| 5.00 | RCC Grade M 25
i) For height upto 5 m | 681.9 | cum | 8,040.1 ₹54.8 L | 7,500 ₹51.1 L |
| 6.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses
1002, 1005, 1010 & 1202 | 142.21 | MT | 65,000 ₹92.4 L | 68,000 ₹96.7 L |
| 7.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Sandy material | 140 | cum | 1,660.25 ₹2.3 L | 1,800 ₹2.5 L |
| 8.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe
extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 117 | Nos. | 155.1 ₹18,146.70 | 200 ₹23,400 |
Tender Value
₹2 Cr
EMD Value
₹4 L
Closing Date
19 Sept 2025, 2:00 pmClosed
O/O the Chief Engineer,TC,DoHUA,Guwahati
O/O the Chief Engineer,TC,DoHUA,Guwahati
Construction of 2 nos of R.C.C Drains at Biswanath Chariali Municipal Board under the scheme of Infrastructure Development in ULBs
2025_DHUA_47457_1
CE/H and UA/ULB/CS-09/23-24/10
Open Tender
Civil Works
365 days
Biswanath Charali
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹4 L
Yes
9 Dec 2025
11 Sept 2025
20 Sept 2025
11 Sept 2025
19 Sept 2025
11 Sept 2025
Amount
Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 m 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
Granular Sub-base with Well Graded Material (Table 400.1) (Only for PMGSY work) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
RCC Grade M 25 i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
M/S Shivam Trading & Co. (BID ID -282314)
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