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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAdmitted-Finance WARD NO 4 GOSSAIGAON TOWN P O P S GOSSAIGAON DIST KOKRAJHAR PIN 783360 | KOKRAJHAR | ASSAM | 783360 | ₹8.0 Cr | L1 | Admitted-Finance |
| 2 | L1₹8.0 CrAdmitted-Finance | ₹8.0 Cr | L1 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Jethmal Maloo L1 | Sirazul Hoque L1 |
|---|---|---|---|---|---|
| 1.00 | 'Clearing and Grubbing Road Land -.(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.' (i) By Manual Means:- 'A.In area of light jungle | 0.62 | Hect | 50,707.21 ₹31,337.06 | 48,173.3 ₹29,771.1 Lowest |
| 2.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land | 87,877.27 | Cum | 311 ₹2,73,29,832.21 | 242.05 ₹2,12,70,694.17 Lowest |
| 3.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land | 9,636.67 | Cum | 369 ₹35,55,929.75 | 294.93 ₹28,42,141.9 Lowest |
| 4.00 | Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) | 47,300 | Sqm | 47.25 ₹22,34,925 | 31.53 ₹14,91,369 Lowest |
| 5.00 | Granular Sub-base with Close Graded Material (Table:- 400-1)- 'By Mix in Place Method (Construction of granular sub-base by providing close 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 roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) including all lead and lift and payment of FR ,GST etc complete'(ii). for grading- II Material | 1,297.22 | Cum | 2,517 ₹32,65,100.22 Lowest | 4,104.62 ₹53,24,591.05 |
| 6.00 | Water Bound Macadam (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 all lead and lift and payment of FR,GST etc complete .A) By Manual Means'(iii)'Grading- III (b). Using Screening Type-B (11.2mm Agg.) | 1,335.94 | Cum | 4,165.89 ₹55,65,370.75 Lowest | 4,606.13 ₹61,53,504.1 |
| 7.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a). 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. | 17,812.5 | sqm | 1,205.54 ₹2,14,73,681.25 | 819.2 ₹1,45,92,000 Lowest |
| 8.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (c) . Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504. | 427.5 | cum | 1,148.3 ₹4,90,898.25 Lowest | 9,675.95 ₹41,36,468.63 |
| 9.00 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)'(ii) Ordinary Kilometer stone (Precast) | 6 | Each | 2,826.6 ₹16,959.6 | 2,531.64 ₹15,189.84 Lowest |
| 10.00 | Retro reflectorised Traffic sign:
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(ii). 60cm equilateral traingle | 4 | Each | 4,464.4 ₹17,857.6 | 4,120.88 ₹16,483.52 Lowest |
Tender Value
₹8.9 Cr
EMD Value
₹17.9 L
Closing Date
12 Feb 2021, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari, Guwahati, 7810
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
Dhubri/SIG/26(Balance work) Construction of Dhubri Patamari Road with C.C.Block Pavement (Ch. 6980.00 m to ch. 11730.00 m ) under Signature Project scheme under UTTARAN SCHEME for the year 2018-19 under Dhubri LAC ( Balance Work)
2021_PWD_20287_1
CE/STBR/SP/97/2019-20/15
Open Tender
Civil Works
Item Rate
730 days
Dhubri
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB
₹17.9 L
Yes
19 Feb 2021
21 Jan 2021
15 Feb 2021
22 Jan 2021
12 Feb 2021
22 Jan 2021
22 Jan 2021 - 12 Feb 2021
Amount
'Clearing and Grubbing Road Land -.(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.' (i) By Manual Means:- 'A.In area of light jungle
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land
Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)
Granular Sub-base with Close Graded Material (Table:- 400-1)- 'By Mix in Place Method (Construction of granular sub-base by providing close 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 roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) including all lead and lift and payment of FR ,GST etc complete'(ii). for grading- II Material
Water Bound Macadam (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 all lead and lift and payment of FR,GST etc complete .A) By Manual Means'(iii)'Grading- III (b). Using Screening Type-B (11.2mm Agg.)
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a). 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (c) . Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)'(ii) Ordinary Kilometer stone (Precast)
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(ii). 60cm equilateral traingle
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(iii). 60cm circular
'Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 'A. Stone/Boulder
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Sirazul Hoque
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