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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹25.7 L (10.1%)Admitted-Finance | ₹2.8 Cr+₹25.7 L (10.1%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 Cr+₹42.1 L (16.5%)Admitted-Finance | ₹3.0 Cr+₹42.1 L (16.5%) | L3 | Admitted-Finance |
| 4 | L4₹3.0 Cr+₹46.2 L (18.1%)Admitted-Finance | ₹3.0 Cr+₹46.2 L (18.1%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sachin Sood L4 | durga parasd contruction L1 | LOKINDER RAITKA L3 | Ngata Construction L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work By mechanical means in all heights/depths and in all kinds of soil such as kankar, moorum, shingle and decomposed of soft or hard rock i.e. their intermediate classification of soil & chiselling/wedging out rock where blasting is prohibited including saturated soil and filling in embankments etc. where necessary and disposal of all excavated unserviceable material in all leads & lifts through mechanical transporation. Any damage to the private / public property during execution will be restored by the contractor whatsoever the nature of the same may be.The serviceable materials will be stacked in specified dimensions and carriage of surplus earth by mechanical mean in all lead and lift as per the direction and satisfaction of the Engineer-in-charge. | 6,120.35 | Cum | 140 ₹8,56,849 | 105 ₹6,42,636.75 Lowest | 210 ₹12,85,273.5 | 180 ₹11,01,663 |
| 2.00 | Excavation in earthwork in all kinds of soil such as kankar, moorum, shingle and decomposed of soft or hard rock i.e. their intermediate classification of soil & chiselling/ wedging out rock where blasting is prohibted upto any depth and disposal of all excavated earth in all leads & lifts through mechnical transporation & to be levelled and neatly dressed as per the direction and satisfaction of the Engineer-in-charge. | 4,667.84 | Cum | 150 ₹7,00,176 | 115 ₹5,36,801.6 Lowest | 180 ₹8,40,211.2 | 180 ₹8,40,211.2 |
| 3.00 | Excavation in foundations, trenches etc. in earth work in all kinds of soils such as pick work, jumper work, and chiselling / wedging out of hard or soft rock where blasing is prohibited up to all depths stacking the excavated soil not more than 3 meteres clear from the edge of excavation and then returning the stacked soil in 15 cms layers, when required into plinths, sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing off all surplus excavated earth as per the direction and satisfaction of the Engineer-in-charge. | 60.75 | Cum | 170 ₹10,327.5 | 225 ₹13,668.75 | 150 ₹9,112.5 Lowest | 200 ₹12,150 |
| 4.00 | Providing form work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping, etc. with wooden battens and ballies heights of propping and centering below supporting floor to ceiling in all heights and removal of the same for in-situ reinforced concrete and plain concrete work including carriage of material in all leads and lifts.Foundation, footing bases of columns etc. and mass concrete. | 166.24 | Sqm. | 130 ₹21,611.2 | 125 ₹20,780 Lowest | 230 ₹38,235.2 | 250 ₹41,560 |
| 4.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like. | 2,267.65 | Sqm. | 140 ₹3,17,471 Lowest | 150 ₹3,40,147.5 | 250 ₹5,66,912.5 | 250 ₹5,66,912.5 |
| 5.00 | Providing and laying cement concrete 1 : 6 : 12 (1 cement : 6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material in all lead & lift. | 400.45 | Cum | 3,100 ₹12,41,395 | 2,100 ₹8,40,945 Lowest | 3,300 ₹13,21,485 | 3,500 ₹14,01,575 |
| 6.00 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 sand : 8 graded stone aggregate 25 mm nominal size) and curing complete excluding cost of form work in foundation and plinth/ in breast and retaining walls etc. including carriage of material in all lead & lift. | 106.62 | Cum | 4,220 ₹4,49,936.4 | 3,300 ₹3,51,846 Lowest | 4,700 ₹5,01,114 | 4,000 ₹4,26,480 |
| 7.00 | Providing and laying cement concrete having strength of M-20 mixed design aggregate mechanically mixed and vibrated and curring complete excluding cost of form work and reinforcement for reinforced concrete works including carriage of material in all leads & lifts. Foundations, footings, bases of column and the like and mass concrete. | 214.12 | Cum | 5,620 ₹12,03,354.4 | 5,500 ₹11,77,660 | 6,800 ₹14,56,016 | 5,200 ₹11,13,424 Lowest |
| 7.01 | Walls( any thickness ) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto all heights. | 334.95 | Cum | 5,600 ₹18,75,720 | 6,200 ₹20,76,690 | 7,800 ₹26,12,610 | 5,200 ₹17,41,740 Lowest |
| 8.00 | Providing Tor steel /TMT Steel reinforcement for R.C.C. work including bending, binding and placing in position complete including cost of binding wire upto all heights including carriage of material in all lead and lift. | 60,398 | Kg. | 88 ₹53,15,024 | 79 ₹47,71,442 | 89 ₹53,75,422 | 74 ₹44,69,452 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.0 L
Closing Date
22 Jul 2021, 4:00 pmClosed
EE HIMUDA DIVISION SHIMLA
HIMUDA DIVISION SHIMLA
PSFS at Phase II New Rampur District Shimla HP SH Development of 49 Nos Plots ie Road Cutting Excavation Retaining RCC cantilever Walls etc
2021_HIMUD_49373_1
NO HIMUDA SD E TENDER 2021 1300 14 DT 02.07.2021
Open Tender
Civil Works
Item Rate
270 days
SHIMLA
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,900
Yes
EE HIMUDA DIVISION SHIMLA
₹4.0 L
Yes
6 Sept 2021
2 Jul 2021
23 Jul 2021
2 Jul 2021
22 Jul 2021
2 Jul 2021
Amount
Cutting in earth work By mechanical means in all heights/depths and in all kinds of soil such as kankar, moorum, shingle and decomposed of soft or hard rock i.e. their intermediate classification of soil & chiselling/wedging out rock where blasting is prohibited including saturated soil and filling in embankments etc. where necessary and disposal of all excavated unserviceable material in all leads & lifts through mechanical transporation. Any damage to the private / public property during execution will be restored by the contractor whatsoever the nature of the same may be.The serviceable materials will be stacked in specified dimensions and carriage of surplus earth by mechanical mean in all lead and lift as per the direction and satisfaction of the Engineer-in-charge.
Excavation in earthwork in all kinds of soil such as kankar, moorum, shingle and decomposed of soft or hard rock i.e. their intermediate classification of soil & chiselling/ wedging out rock where blasting is prohibted upto any depth and disposal of all excavated earth in all leads & lifts through mechnical transporation & to be levelled and neatly dressed as per the direction and satisfaction of the Engineer-in-charge.
Excavation in foundations, trenches etc. in earth work in all kinds of soils such as pick work, jumper work, and chiselling / wedging out of hard or soft rock where blasing is prohibited up to all depths stacking the excavated soil not more than 3 meteres clear from the edge of excavation and then returning the stacked soil in 15 cms layers, when required into plinths, sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing off all surplus excavated earth as per the direction and satisfaction of the Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping, etc. with wooden battens and ballies heights of propping and centering below supporting floor to ceiling in all heights and removal of the same for in-situ reinforced concrete and plain concrete work including carriage of material in all leads and lifts.Foundation, footing bases of columns etc. and mass concrete.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like.
Providing and laying cement concrete 1 : 6 : 12 (1 cement : 6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material in all lead & lift.
Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 sand : 8 graded stone aggregate 25 mm nominal size) and curing complete excluding cost of form work in foundation and plinth/ in breast and retaining walls etc. including carriage of material in all lead & lift.
Providing and laying cement concrete having strength of M-20 mixed design aggregate mechanically mixed and vibrated and curring complete excluding cost of form work and reinforcement for reinforced concrete works including carriage of material in all leads & lifts. Foundations, footings, bases of column and the like and mass concrete.
Walls( any thickness ) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto all heights.
Providing Tor steel /TMT Steel reinforcement for R.C.C. work including bending, binding and placing in position complete including cost of binding wire upto all heights including carriage of material in all lead and lift.
Random rubble masonry/polygonal rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20 mm nominal size) in cement mortar 1:6.(1 cement: 6 sand) including carriage of material in all lead & lift.
Stone filling behind retaining wall including carriage of material in all lead & lift.
Providing weepholes in brick masonry/ stone masonry,plain/ reinforced concrete wall with 100MM dia PVC pipe extending through the full width of structure with slope 1(V) ; 20 (H) towards drawing face complete as per drawing and technical specification.including carriage of material in all lead & lift.
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection work, back filling, concrete and masonary work in head walls and parapets clause 1108.900mm dia.including carriage of material in all lead & lift.
Ngata Construction
LOKINDER RAITKA
Sachin Sood
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