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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹303.9 CrAdmitted-Finance 4B TOWN SQUARE CHINAR PARK RAJARHAT KOLKATA 700 136 | L1 | Admitted-Finance | |
| 2 | L2₹319.7 Cr+₹15.8 Cr (5.20%)Admitted-Finance A 760 SUSHANT LOK PHASE 1 GURGAON 122002 HARYANA INDIA | L2 | Admitted-Finance | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | COMT CONSTRUCTIONS PRIVATE LIMITED L2 | Tribeni Constructions ltd L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1,01,903.46 | Sqm | 13 ₹13,24,744.98 Lowest | 250 ₹2,54,75,865 |
| 2.00 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 28,216.15 | Cum | 150 ₹42,32,421.75 Lowest | 250 ₹70,54,036.25 |
| 3.00 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 14,456.53 | Cum | 100 ₹14,45,653.5 Lowest | 250 ₹36,14,133.75 |
| 4.00 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 15,864.25 | Cum | 223 ₹35,37,727.3 Lowest | 250 ₹39,66,062 |
| 5.00 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer In charge (Mode of measurement compacted volume) | 2,341.68 | Cum | 1,895 ₹44,37,479.81 | 1,700 ₹39,80,852.6 Lowest |
| 6.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 80,215.74 | Cum | 323 ₹2,59,09,685.31 Lowest | 450 ₹3,60,97,084.8 |
| 7.00 | Extra for compaction of earth work in embankment under oisture conditions to give at least 95% of the maximum dry density(proctor density). | 80,215.74 | Cum | 18 ₹14,43,883.39 Lowest | 50 ₹40,10,787.2 |
| 8.00 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Including Royalty @ Rs. 30.00 per cum but excluding the cost of watering, rolling & compaction. | 22,994.06 | Cum | 150 ₹34,49,109.3 Lowest | 250 ₹57,48,515.5 |
| 9.00 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 650.04 | Liter | 176 ₹1,14,406.51 Lowest | 300 ₹1,95,011.1 |
| 10.00 | Treatment of soil under existing floors using chemical emul?sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 13,325.75 | Sqm | 225 ₹29,98,293.75 Lowest | 400 ₹53,30,300 |
Tender Value
Refer Docs
EMD Value
₹3.0 Cr
Closing Date
13 Oct 2023, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Ranchi.
Proposed Construction of 300 Bedded Hospital at Mahagama, Godda District
2023_JSBCC_75564_1
JSBCCL/70/2023-24
Open Tender
Civil Works - Buildings
Item Rate
720 days
Godda
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Yes
JSBCCL
₹3.0 Cr
JSBCCL
20 Jan 2024
8 Sept 2023
17 Oct 2023
8 Sept 2023
13 Oct 2023
8 Sept 2023
15 Sept 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | Sqm | - | - |
| - | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | - | Cum | - | - |
| - | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 1 | Cum | - | - |
| - | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 0.2 | Cum | - | - |
| - | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer In charge (Mode of measurement compacted volume) | 0.2 | Cum | - | - |
| - | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 0.6 | Cum | - | - |
| - | Extra for compaction of earth work in embankment under oisture conditions to give at least 95% of the maximum dry density(proctor density). | 0.6 | Cum | - | - |
| - | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Including Royalty @ Rs. 30.00 per cum but excluding the cost of watering, rolling & compaction. | 0.8 | Cum | - | - |
| - | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 0.8 | Liter | - | - |
| - | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | Sqm | - | - |
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