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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC SIVASAGAR | ₹1.1 Cr | L1 | Accepted-AOC ACCEPTED IN DLMIC |
| 2 | L1₹1.1 CrRejected-Finance | ₹1.1 Cr | L1 | Rejected-Finance REJECTED IN DLMIC |
| 3 | L1₹1.1 CrRejected-Finance | ₹1.1 Cr | L1 | Rejected-Finance REJECTED IN DLMIC |
| 4 | Rejected-Technical BOKATA DHEKERICHIGA GAON CITY TOWN SIVASAGAR P O NANGALAMORA P S BOKOTA NEMUGURI DIST SIVASAGAR PIN 785674 ASSAM | SIVASAGAR | ASSAM | 785674 | - | - | Rejected-Technical Rejected due to insufficient documents |
| 5 | Rejected-Technical BOHUABARI HOUSE NO NIL CITY TOWN DEMOW P O BAM RAJABARI P S DEMOW DIST SIVASAGAR PIN 785671 | SIVASAGAR | ASSAM | 785671 | - | - | Rejected-Technical Rejected due to insufficient documents |
| Sl No | Description | Qty | Unit | BIPIN BORUAH L1 | SUNMONI BURAGOHAIN L1 | KESHAB GOGOI L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable
material. Ordinary soil Upto 3 m depth | 92.99 | cum | 115 ₹10,693.85 | 114.92 ₹10,686.41 | 100 ₹9,299 Lowest |
| 2.00 | Providing Brick Flat soiling in foundation and under floor with brick and laid to level and in panel after preparing the subgrade as directed | 80.05 | sqm | 600 ₹48,030 | 602.4 ₹48,222.12 | 550 ₹44,027.5 Lowest |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC Grade M 20 For heigh up to 5 M | 27.55 | cum | 6,735 ₹1,85,549.25 | 6,732.54 ₹1,85,481.48 Lowest | 7,000 ₹1,92,850 |
| 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 t 57,715.00 superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 2.61 | MT | 57,335 ₹1,49,644.35 | 57,332.05 ₹1,49,636.65 Lowest | 77,000 ₹2,00,970 |
| 5.00 | Brick masonary work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement Mortar | 49.56 | cum | 7,190 ₹3,56,336.4 | 7,184.79 ₹3,56,078.19 | 7,000 ₹3,46,920 Lowest |
| 6.00 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 1:4 (1 cement: 4 fine sand) | 323 | sqm | 130 ₹41,990 | 131.76 ₹42,558.48 | 120 ₹38,760 Lowest |
| 7.00 | Excavation in Ordinary Soil
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirments of lines grades and cross-sections and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per Technical Specification Clause 302.3. Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Construction of Subgrade and Earthen Shoulder | 1,322.21 | cum | 61 ₹80,654.81 Lowest | 61.02 ₹80,681.25 | 70 ₹92,554.7 |
| 8.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 417.1 | cum | 306 ₹1,27,632.6 | 305.71 ₹1,27,511.64 | 200 ₹83,420 Lowest |
| 9.00 | 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. | 722.88 | cum | 2,227 ₹16,09,853.76 | 2,226.77 ₹16,09,687.5 | 2,224 ₹16,07,685.12 Lowest |
| 10.00 | WBM Grading 2 Using stone screening Type- B 11.2 mm for Gr. II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 2 as per Technical Specification Clause 405. | 361.44 | nos | 3,721 ₹13,44,918.24 | 3,720.87 ₹13,44,871.25 | 3,700 ₹13,37,328 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
21 May 2025, 2:00 pmClosed
OFFICE OF THE SIBSAGAR MUNICIPAL BOARD
OFFICE OF THE SIBSAGAR MUNICIPALBOARD
IMPROVEMENT OF M I BORA ROAD BY WIDENING OF ROAD SIDE WITH INTERLOCKING CONCRETE BLOCK PAVEMENT FROM THE JUNCTION OF TANK SIDE ROAD UP TO JENGONIKOTIA CHARIALI AT WARD NO II AND XII OF SIBSAGAR MUNICIPAL BOARD UNDER NCAP 2023-2024
2025_UDD_44238_1
SMB/584/1435-40
Open Tender
Civil Works
Works
SIBSAGAR
AS PER SBD AND DNIT
3 documents required · 3 mandatory
₹2,000
₹2.4 L
Yes
1 Dec 2025
8 May 2025
21 May 2025
8 May 2025
21 May 2025
13 May 2025
8 May 2025 - 13 May 2025
Amount
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
Providing Brick Flat soiling in foundation and under floor with brick and laid to level and in panel after preparing the subgrade as directed
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC Grade M 20 For heigh up to 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 t 57,715.00 superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Brick masonary work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement Mortar
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 1:4 (1 cement: 4 fine sand)
Excavation in Ordinary Soil Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirments of lines grades and cross-sections and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per Technical Specification Clause 302.3. Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Construction of Subgrade and Earthen Shoulder
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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.
WBM Grading 2 Using stone screening Type- B 11.2 mm for Gr. II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 2 as per Technical Specification Clause 405.
WBM Grading 3 Using stone screening Type- B 11.2 mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
16.38803-Thermoplastic Pavement marker road marking with Hot Applied Theroplastic Compound with Reflectorising Glass Beads on Bitumonous Surface Providing and laying of hot applied thermoplastic compund 2.5 mmthick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusice of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt & H specifications.
Road Markers/Road Stud with Lens Reflector Providing and fixing of rod stud 100x100 mm dia cast in aluminium, resistant to corrosive effect of salt and grilt, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm up to a depth of 600 mm and bedded in a suitable bituminoues grout or epoxy mortar, all as per BS:873 (Part 4) 1973
Cost of Sign Board
BIPIN BORUAH (BID ID -268376)
SUNMONI BURAGOHAIN (BID ID -268598)
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