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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹12.5 L (11.1%)Admitted-Finance | ₹1.2 Cr+₹12.5 L (11.1%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹13.7 L (12.2%)Admitted-Finance | ₹1.3 Cr+₹13.7 L (12.2%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SRI MANORANJAN SARMA L3 | DILIP KALITA L2 | RUPAM DAS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)
I) Brick/tile worok
A.By Mechaical Means, | 258.3 | Cum | 310.43 ₹80,184.07 | 307.36 ₹79,391.09 | 276.62 ₹71,450.95 Lowest |
| 2.00 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)
I) Cement Concrete Gr M-15 & M-20
A.By Mechaical Means, | 89.6 | Cum | 454.24 ₹40,699.9 | 449.74 ₹40,296.7 | 404.77 ₹36,267.39 Lowest |
| 3.00 | 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.
B. Manual means. With dewatering
a) Depth up to 3 m | 340.6 | Cum | 286.47 ₹97,571.68 | 283.63 ₹96,604.38 | 255.27 ₹86,944.96 Lowest |
| 4.00 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) | 688.5 | Cum | 98.15 ₹67,576.28 | 97.18 ₹66,908.43 | 87.46 ₹60,216.21 Lowest |
| 5.00 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. | 86.46 | Cum | 2,611.29 ₹2,25,772.13 | 2,585.44 ₹2,23,537.14 | 2,326.9 ₹2,01,183.77 Lowest |
| 6.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 57.64 | Cum | 6,441.5 ₹3,71,288.06 | 6,377.72 ₹3,67,611.78 | 5,739.95 ₹3,30,850.72 Lowest |
| 7.00 | Supplying, fitting and and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved) | 52.52 | MT | 89,620.58 ₹47,06,721.76 | 88,733.25 ₹46,60,120.69 | 79,450 ₹41,72,580.05 Lowest |
| 8.00 | Plain/Reinforced Cement Concrete, in open foundation Complete as per Drawing and Technical Specification and steel shuttering formwork.
F. RCC Gr-M-20 Case-I using concrete mixer | 306.54 | Cum | 8,567.74 ₹26,26,355.02 | 8,482.91 ₹26,00,351.23 | 7,634.62 ₹23,40,316.41 Lowest |
| 9.00 | Sand filling in foundation trenches as per drawing and technical specification. | 282.96 | Cum | 1,652.6 ₹4,67,619.7 | 1,636.24 ₹4,62,990.47 | 1,472.62 ₹4,16,692.56 Lowest |
| 10.00 | 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 | 211 | Each | 227.12 ₹47,922.32 | 224.87 ₹47,447.57 Lowest | 292.38 ₹61,692.18 |
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
4 Dec 2020, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of Nabagiri Road leading to Indian Red Cross Society at Chandmari under SOPD (G) for the year 2020-21
2020_PWD_19369_1
No. CE/CW/20/2020-21(NabagiriRoad)
Open Tender
Civil Works – Roads
Item Rate
273 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,800
Yes
Empowered Officer, ASRB
₹2.5 L
Yes
22 Dec 2020
21 Nov 2020
4 Dec 2020
21 Nov 2020
4 Dec 2020
21 Nov 2020
21 Nov 2020 - 4 Dec 2020
Amount
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) I) Brick/tile worok A.By Mechaical Means,
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) I) Cement Concrete Gr M-15 & M-20 A.By Mechaical Means,
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. B. Manual means. With dewatering a) Depth up to 3 m
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Supplying, fitting and and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Plain/Reinforced Cement Concrete, in open foundation Complete as per Drawing and Technical Specification and steel shuttering formwork. F. RCC Gr-M-20 Case-I using concrete mixer
Sand filling in foundation trenches as per drawing and technical specification.
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
Dismantling of cement concrete pavement by mechanical means using kneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at dewsignated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable materials and unserviceable material complete)
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 an initial lead of 5.0 km. ) A.By Manual Means.'WBM-III
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, 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
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), 80 cm X 60cm rectangular
DILIP KALITA
SRI MANORANJAN SARMA
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