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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.1 LAccepted-AOC | ₹50.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.1 L+₹492 (<0.01%)Rejected-AOC | ₹50.1 L+₹492 (<0.01%) | L2 | Rejected-AOC L2 |
| 3 | L3₹50.1 L+₹3,232 (0.06%)Rejected-AOC | ₹50.1 L+₹3,232 (0.06%) | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not responsive |
| Sl No | Description | Qty | Unit | ANIMESH BARMAN L1 | Gautam Bauri L3 | Gobinda Baraik L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Ordinary Soil.
Excavation in Cutting in Soil by manual means with lead upto 50m.
i) 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 | 343.49 | cum | 185 ₹63,545.65 Lowest | 185 ₹63,545.65 Lowest | 185 ₹63,545.65 Lowest |
| 2.00 | 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. | 27.7 | sqm | 1,000 ₹27,701 Lowest | 1,000 ₹27,701 Lowest | 1,000 ₹27,701 Lowest |
| 3.00 | Plain / Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999.
B) PCC Grade M20
Height upto 5m | 18.47 | cum | 9,900 ₹1,82,823.3 Lowest | 9,900 ₹1,82,823.3 Lowest | 9,900 ₹1,82,823.3 Lowest |
| 4.00 | 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 | 34.31 | MT | 63,500 ₹21,78,558 Lowest | 63,500 ₹21,78,558 Lowest | 63,500 ₹21,78,558 Lowest |
| 5.00 | Plain / Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999.
C) RCC Grade M 25
a) Height upto 5m
Case I Using concrete Mixer | 198.18 | cum | 9,000 ₹17,83,602 Lowest | 9,000 ₹17,83,602 Lowest | 9,000 ₹17,83,602 Lowest |
| 6.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.
II) Sandy material | 53.14 | cum | 3,700 ₹1,96,614.3 Lowest | 3,700 ₹1,96,614.3 Lowest | 3,700 ₹1,96,614.3 Lowest |
| 7.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. | 1,024.72 | sqm | 220 ₹2,25,437.74 Lowest | 220 ₹2,25,437.74 Lowest | 220 ₹2,25,437.74 Lowest |
| 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. | 31 | nos | 210 ₹6,510 Lowest | 250 ₹7,750 | 210 ₹6,510 Lowest |
| 9.00 | Making of coffer dam & diversion drain @ 12.0m interval @ Rs. 6000.00/2 nos of coffer dam.(analysis attached) | 38 | set | 7,100 ₹2,69,800 Lowest | 7,100 ₹2,69,800 Lowest | 7,100 ₹2,69,800 Lowest |
| 10.00 | Normal Site preperation | 1 | Job | 14,508.01 ₹14,508.01 Lowest | 16,500 ₹16,500 | 15,000 ₹15,000 |
Tender Value
₹50.1 L
EMD Value
₹1 L
Closing Date
19 Aug 2024, 2:00 pmClosed
O/O The Chief Engineer, TC, DoHUA, Guwahati
O/O The Chief Engineer, TC, DoHUA, Guwahati
Construction of 17 Nos of Drain at Rangapara MB under the scheme of Infrastructure Development in ULBs for the year 2023-24 (Gr-I)
2024_DHUA_38269_1
CE/H and UA/Tech/17/PT-III/22-23/98(1)
Open Tender
Civil Works
Item Rate
365 days
Rangapara
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹1 L
Yes
9 Dec 2025
1 Aug 2024
20 Aug 2024
1 Aug 2024
19 Aug 2024
1 Aug 2024
Amount
Excavation in Ordinary Soil. Excavation in Cutting in Soil by manual means with lead upto 50m. i) 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
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.
Plain / Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B) PCC Grade M20 Height upto 5m
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
Plain / Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C) RCC Grade M 25 a) Height upto 5m Case I Using concrete Mixer
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. II) Sandy material
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
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.
Making of coffer dam & diversion drain @ 12.0m interval @ Rs. 6000.00/2 nos of coffer dam.(analysis attached)
Normal Site preperation
Supplying, fitting and fixing of Sign Board
Gobinda Baraik (BID ID -237206)
Gautam Bauri (BID ID -237196)
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