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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC | ₹23.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹23.7 LRejected-AOC 05 TRIANGULAR COLONY P O PANDU P S JALUKBARI KAMRUP M PIN 781012 | GUWAHATI | KAMRUP M | ASSAM | 781012 | ₹23.7 L | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | JYOTIRAJ ROY | M/S KUNDU ENTERPRISE |
|---|---|---|---|---|---|
| 1.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 1.Marshy soil | 172.8 | Cum | 1,01,165.76 ₹1.0 L | 1,01,165.76 ₹1.0 L |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto
1000 m as per Technical Specification Clause 301.5. Private Land | 216 | Cum | 55,773.36 ₹55,773.36 | 55,773.36 ₹55,773.36 |
| 3.00 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
I Sand filling | 71.28 | Cum | 1,07,771.08 ₹1.1 L | 1,07,771.08 ₹1.1 L |
| 4.00 | 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 | 158.4 | Sqm | 1,13,677.34 ₹1.1 L | 1,13,677.34 ₹1.1 L |
| 5.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. PCC M 20 | 23.76 | Cum | 1,08,379.58 ₹1.1 L | 1,08,379.58 ₹1.1 L |
| 6.00 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand . 800 x 600 mm rectangular | 1 | Each | 7,537.1 ₹7,537.10 | 7,537.1 ₹7,537.10 |
| 7.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 1.Ordinary soil A.Manual Means (I) Without dewatering | 285 | Cum | 36,391.65 ₹36,391.65 | 36,391.65 ₹36,391.65 |
| 8.00 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 31.68 | Cum | 82,243.18 ₹82,243.18 | 82,243.18 ₹82,243.18 |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 PCC M10 | 23.76 | Cum | 1,43,428.9 ₹1.4 L | 1,43,428.9 ₹1.4 L |
| 10.00 | 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 | 13.95 | Ton | 8,86,269.69 ₹8.9 L | 8,86,269.69 ₹8.9 L |
Tender Value
₹23.7 L
EMD Value
₹47,500
Closing Date
23 Dec 2024, 2:00 pmClosed
Executive Engineer PWD JTRD Fancy Bazar
Executive Engineer PWD JTRD Fancy Bazar
Construction of Niribili Path at ward No1 under SOPD G for the year 2024 25
2024_PWD_41293_1
CS/JTRD/SOPD-G/126/2024-25
Open Tender
Civil Works – Roads
180 days
Niribili Path
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹47,500
Yes
Executive Engineer PWD JTRD Fancy Bazar
26 Mar 2026
16 Dec 2024
23 Dec 2024
16 Dec 2024
23 Dec 2024
20 Dec 2024
17 Dec 2024 - 18 Dec 2024
19 Dec 2024
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 1.Marshy soil
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. Private Land
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling
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 substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. PCC M 20
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand . 800 x 600 mm rectangular
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 1.Ordinary soil A.Manual Means (I) Without dewatering
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 PCC M10
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
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification clause 614,709,1204.3.7
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M25 (a) Height upto 5m
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) sandy materials
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