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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 3 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | MD. IMDAD HUSSAIN L1 | Sri Nirmal Kanti Deb L1 | ARIFUDDIN AHMED L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
i) By Manual Means
A) In area of non-thorny jungle | 1.22 | Hect | 43,345.84 ₹52,881.92 Lowest | 43,372.32 ₹52,914.23 | 43,372.42 ₹52,914.35 |
| 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 9,863.66 | Cum | 234.52 ₹23,13,225.54 | 195.4 ₹19,27,359.16 Lowest | 234.52 ₹23,13,225.54 |
| 3.00 | 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.
(i) Private Land | 3,231.9 | Cum | 291.17 ₹9,41,032.32 | 242.65 ₹7,84,220.54 Lowest | 291.17 ₹9,41,032.32 |
| 4.00 | 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.
(A) By Mix in Place Method
ii) For Grading II Material | 1,955.39 | Cum | 2,804.04 ₹54,82,991.78 Lowest | 2,804.04 ₹54,82,991.78 Lowest | 2,804.04 ₹54,82,991.78 Lowest |
| 5.00 | WBM Grading 3
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 in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means | 1,173.23 | Cum | 4,302.61 ₹50,47,951.13 Lowest | 4,302.62 ₹50,47,962.86 | 4,302.61 ₹50,47,951.13 Lowest |
| 6.00 | Inter locking concrete Block pavement
A) Interlocking pavement block
Providing and laying interlocking concrete block
pavement (M40) having thickness 80mm as per technical
specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | 15,643.13 | sqm | 934.32 ₹1,46,15,689.22 Lowest | 969.01 ₹1,51,58,349.4 | 934.32 ₹1,46,15,689.22 Lowest |
| 7.00 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
(iv)800mm x 600mm rectangular | 6 | Each | 5,730.89 ₹34,385.34 | 5,730.88 ₹34,385.28 Lowest | 5,730.89 ₹34,385.34 |
| 8.00 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm equilateral triangle | 14 | Each | 3,786.7 ₹53,013.8 Lowest | 3,786.7 ₹53,013.8 Lowest | 3,786.7 ₹53,013.8 Lowest |
| 9.00 | Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, plantating the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for one year | 250 | each | 671.22 ₹1,67,805 Lowest | 671.22 ₹1,67,805 Lowest | 671.22 ₹1,67,805 Lowest |
| 10.00 | R.C.C Cover Drain
(As per analysis) Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 594 | Cum | 122.04 ₹72,491.76 Lowest | 122.04 ₹72,491.76 Lowest | 122.04 ₹72,491.76 Lowest |
Tender Value
Refer Docs
EMD Value
₹7.7 L
Closing Date
1 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, Chandmari, Guwahati
SOPD_G_20_21_132 Construction of (1) Dimu Chepti road to Bajrabari satra connecting road via Khora Suba (L0.60 km) (2) Dimu Chepti road to Kanikuchi Siva Mandir to Niz Borgog Das Suba including Br. No. 1/1 (L1.20 km) (3) Chepti road Lakhi Mandir to
2021_PWD_20217_87
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Rangia
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer,ASRB
₹7.7 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
17 Feb 2021
20 Jan 2021
1 Feb 2021
20 Jan 2021
1 Feb 2021
22 Jan 2021
20 Jan 2021 - 1 Feb 2021
21 Jan 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means A) In area of non-thorny jungle
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
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. (i) Private Land
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. (A) By Mix in Place Method ii) For Grading II Material
WBM Grading 3 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 in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Inter locking concrete Block pavement A) Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 (iv)800mm x 600mm rectangular
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm equilateral triangle
Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, plantating the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for one year
R.C.C Cover Drain (As per analysis) Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation P.C.C grade M 10, Nominal mix 1:3:6
Stone masonary work in cement mortar 1:3 in foundation Random Rubble Masonary
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 RCC Grade M 20, For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Backfilling behind abutment wing wall and return wall complete as per drawing and technical specification. B) Sandy Material
1 M Slab Culvert(5 Nos )Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation P.C.C grade M 10, Nominal mix 1:3:6
Stone masonary work in cement mortar 1:3 in foundation Random Rubble Masonary
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 RCC Grade M 20, For height upto 5 m
Drainage Sprouts complete as per drawing and technical Specification
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
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
Providing and fixing in position 20 mm thick metre 328.00 premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm
MD. IMDAD HUSSAIN
ARIFUDDIN AHMED
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