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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65 LAccepted-AOC | ₹65 L | L1 | Accepted-AOC Qualified for AOC |
| 2 | L2₹70 LRejected-AOC SURENDRA DHAR LANE AMBICAPATTY HOUSE NO 52 CITY TOWN SILCHAR P O SILCHAR P S SILCHAR DIST CACHAR PIN 788004 | CACHAR | ASSAM | 788004 | ₹70 L | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | Rejected-Technical | - | - | Rejected-Technical Credential not as per our terms and Conditions |
| Sl No | Description | Qty | Unit | DILIP DAS L1 | JOYDEB DAS L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, soring the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) (ii) By mechanical Means for (A) Cement concrete Grade M-15&M-20 (B)Prestressed/Reinforced Cement concrete Grade M-15&M-20 | 15.64 | Cum | 1,000 ₹15,640 | 1,000 ₹15,640 |
| 2.00 | Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of soring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materia . (V) In marshy soil-l, Depth upto 3.00m with dewatering | 274.17 | Cum | 300 ₹82,251.90 | 300 ₹82,251.90 |
| 3.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 day's | 9.66 | Cum | 8,000 ₹77,280 | 8,000 ₹77,280 |
| 4.00 | Construction of granular sub-base by providing coarse 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 vibratory rollar to achieve the desired density, complete as per cl. 401 (ll) For Grading l Material | 100.61 | Cum | 4,000 ₹4.0 L | 4,000 ₹4.0 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) WBM Grading II, Using stone screening Type-B 11.2MM for Gr.II | 70.63 | Cum | 4,500 ₹3.2 L | 4,500 ₹3.2 L |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) WBM Grading III, Using stone screening Type-B 11.2MM for Gr.III | 70.63 | Cum | 4,500 ₹3.2 L | 4,500 ₹3.2 L |
| 7.00 | Providing and laying interlocking concrete block pavement (ICBP) having thickness 80mm as per technical specification Clause 1504. a) Including Edge block/Edge restraints. | 477.3 | Sqm | 1,300 ₹6.2 L | 1,400 ₹6.7 L |
| 8.00 | Supplying,fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications a) a) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 14.27 | MT | 70,000 ₹10.0 L | 70,000 ₹10.0 L |
| 9.00 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork. E. R.C.C. Grade (i) For Height upto 5.0m | 102.04 | Cum | 8,000 ₹8.2 L | 8,000 ₹8.2 L |
| 10.00 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 21 | Nos | 50 ₹1,050 | 50 ₹1,050 |
Tender Value
₹65 L
EMD Value
₹1.3 L
Closing Date
17 Sept 2025, 2:00 pmClosed
Commissioner
Silchar Municipal Corporation Cachar, Silchar
Improvement of Golden Park Lane, End -to -End paving of roads along with Road side Plantation Ward no-14, Silchar Municipal Corporation under (NCAP) 2024-2025.
2025_UDD_47355_1
SMGR(NCAP).12/2025-26/ 2328 dtd 06-09-2025
Open Tender
Civil Works
Silchar Municipal Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹1.3 L
Yes
Silchar Municipal Corporation
6 Dec 2025
8 Sept 2025
18 Sept 2025
8 Sept 2025
17 Sept 2025
8 Sept 2025
15 Sept 2025
Amount
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, soring the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) (ii) By mechanical Means for (A) Cement concrete Grade M-15&M-20 (B)Prestressed/Reinforced Cement concrete Grade M-15&M-20
Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of soring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materia . (V) In marshy soil-l, Depth upto 3.00m with dewatering
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 day's
Construction of granular sub-base by providing coarse 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 vibratory rollar to achieve the desired density, complete as per cl. 401 (ll) For Grading l Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) WBM Grading II, Using stone screening Type-B 11.2MM for Gr.II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) WBM Grading III, Using stone screening Type-B 11.2MM for Gr.III
Providing and laying interlocking concrete block pavement (ICBP) having thickness 80mm as per technical specification Clause 1504. a) Including Edge block/Edge restraints.
Supplying,fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications a) a) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork. E. R.C.C. Grade (i) For Height upto 5.0m
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Permanent Type Barricade in Construction Zone with Steel Components (Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips 150mm in width at an angle of 450, complete as per IRC:SP:55-2001.
Providing, fitting and fixing of Marble plate engraved Signboard at work site and providing 7sets of photograph of work site (before and after work) as directed by the deptt.
Providing fitting and fixing of MS Chanel and RS Joist cattle bridge over the foothpath and road side drain as approach slab including welding with channel of size 100x50x5.0mm placed @0.123m C/C over the RS Joist of size 150x75x5.0mm @ 0.50m apart on the drain wall etc. including 5mm thick HR plates on the edges, all labour and transportation etc. as per drawing and technical specification.
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
JOYDEB DAS (BID ID -281949)
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