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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance DUMKA ROAD OPPOSITE IRRIGATION COLONY JAMTARA JHARKHAND 815351 | JAMTARA | JHARKHAND | 815351 | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹1.1 L (0.28%)Admitted-Finance | ₹4.1 Cr+₹1.1 L (0.28%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Madan Lal Bajaj Construction Pvt. Ltd. L1 | M/S SRI RAM ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of structure (Dismantling of existing structures like culverts,bridges,retaining wall and other structure comprising of masonry ,cement concrete ,wood work,dteel work including T&P and scaffolding wherever neccesary ,sorting the dismantrred materilas ,disposal of unserviceable materials and stacking the serviceable with all lifts and lead of 1000 meters.
cement concrete grade M-15&M-20 | 300 | m3 | 100 ₹30,000 Lowest | 450 ₹1,35,000 |
| 2.00 | Dismantling of structure (Dismantling of existing structures like culverts,bridges,retaining wall and other structure comprising of masonry ,cement concrete ,wood work,dteel work including T&P and scaffolding wherever neccesary ,sorting the dismantrred materilas ,disposal of unserviceable materials and stacking the serviceable with all lifts and lead of 1000 meters.
dismantling stone masonry | 182.25 | m3 | 100 ₹18,225 Lowest | 270 ₹49,207.5 |
| 3.00 | E/W in soil with dozer with lead up to 100 meters (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters (average lead 50 metres ) ,including trimming bottom and side slopes in accordance with requirements of lines ,grades and cross sections ) | 1,315.95 | m3 | 300 ₹3,94,785 | 155 ₹2,03,972.25 Lowest |
| 4.00 | Excavation for structure (earth wirk in excavation of foundation of structure as per drawing and technical specification ,including setting out ,construction of shoring and bracing ,removal of stumps and other deleterious matter,dressing of side and bottom and backfilling with approved. manuals means | 306.54 | m3 | 300 ₹91,962 | 140 ₹42,915.6 Lowest |
| 5.00 | Excavation for structure (earth wirk in excavation of foundation of structure as per drawing and technical specification ,including setting out ,construction of shoring and bracing ,removal of stumps and other deleterious matter,dressing of side and bottom and backfilling with approved. (hard rock blasting prohibited ) manual means | 128.7 | m3 | 500 ₹64,350 | 415 ₹53,410.5 Lowest |
| 6.00 | Earthwork in excavation in foundation trenches in hard soil (vide classification of soil item-A+B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 317.93 | m3 | 300 ₹95,379 | 170 ₹54,048.1 Lowest |
| 7.00 | Granular sub base with coarse graded materils (Table:-400-2) (construction of granular sub-base by providing coarse graded materials ,spreading in uniform layers with mortor grader on preoared surface ,mixing ,by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density ,as per clause 401 ) (Grading 1 materials ) | 1,117.8 | m3 | 2,500 ₹27,94,500 | 1,450 ₹16,20,810 Lowest |
| 8.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,117.8 | m3 | 2,500 ₹27,94,500 | 1,700 ₹19,00,260 Lowest |
| 9.00 | Cement concrete pavement ( const. Of un-reinforced ,dowel jointed ,plain cement concrete pavement over a prepared sub-base with 43 grade cement @400 kg/m3,coarse and fine aggregate confirming to IS 383 , maximum size of coarse aggregate not exceeding 25 mm ,mixed in a batching plant and mixing plant as per approved mix design,transported to site ,laid with a fixed form on slip nform paver ,spread ,compacted and finishing in aconinous operation includind provision of contraction ,expansion ,construction and longitudnal joint ,joint filler ,separation membrane ,sealant primer ,joint sealand,debonding strip dowel bar ,tie rod admixture as per approved ,curring compound ,finishing to lines and grades as per drawing . | 1,117.8 | m3 | 2,500 ₹27,94,500 | 2,450 ₹27,38,610 Lowest |
| 10.00 | Plain /reinforcedcement cement concrete in sub -structure complete as per drawing and technical specification RCC Grade M25 (using concrete mixer ).
1x1620.00x4.60x0.300 =2235.60 m3 | 1,863 | m3 | 5,500 ₹1,02,46,500 | 4,500 ₹83,83,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
19 Oct 2022, 3:00 pmClosed
EXECUTIVE OFFICER, NAGAR PARISHAD CHIRKUNDA
EXECUTIVE OFFICER, NAGAR PARISHAD CHIRKUNDA
- CONSTRUCTION OF RCC ROAD FROM CHIRKUNDA PANCHET TOAD (LIONS CLUB HOSPITAL MORE) TO WORK SITE OF SOLID WASTE MANAGEMENT
2022_UDD_61974_1
CNP/SBD/03/2022-23
Open Tender
Civil Works
Item Rate
275 days
CHIRKUNDA NAGAR PARISHAD
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EXECUTIVE OFFICER, NAGAR PARISHAD CHIRKUNDA
₹4.1 L
Yes
22 Oct 2022
12 Oct 2022
20 Oct 2022
12 Oct 2022
19 Oct 2022
12 Oct 2022
Amount
Dismantling of structure (Dismantling of existing structures like culverts,bridges,retaining wall and other structure comprising of masonry ,cement concrete ,wood work,dteel work including T&P and scaffolding wherever neccesary ,sorting the dismantrred materilas ,disposal of unserviceable materials and stacking the serviceable with all lifts and lead of 1000 meters. cement concrete grade M-15&M-20
Dismantling of structure (Dismantling of existing structures like culverts,bridges,retaining wall and other structure comprising of masonry ,cement concrete ,wood work,dteel work including T&P and scaffolding wherever neccesary ,sorting the dismantrred materilas ,disposal of unserviceable materials and stacking the serviceable with all lifts and lead of 1000 meters. dismantling stone masonry
E/W in soil with dozer with lead up to 100 meters (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters (average lead 50 metres ) ,including trimming bottom and side slopes in accordance with requirements of lines ,grades and cross sections )
Excavation for structure (earth wirk in excavation of foundation of structure as per drawing and technical specification ,including setting out ,construction of shoring and bracing ,removal of stumps and other deleterious matter,dressing of side and bottom and backfilling with approved. manuals means
Excavation for structure (earth wirk in excavation of foundation of structure as per drawing and technical specification ,including setting out ,construction of shoring and bracing ,removal of stumps and other deleterious matter,dressing of side and bottom and backfilling with approved. (hard rock blasting prohibited ) manual means
Earthwork in excavation in foundation trenches in hard soil (vide classification of soil item-A+B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
Granular sub base with coarse graded materils (Table:-400-2) (construction of granular sub-base by providing coarse graded materials ,spreading in uniform layers with mortor grader on preoared surface ,mixing ,by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density ,as per clause 401 ) (Grading 1 materials )
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Cement concrete pavement ( const. Of un-reinforced ,dowel jointed ,plain cement concrete pavement over a prepared sub-base with 43 grade cement @400 kg/m3,coarse and fine aggregate confirming to IS 383 , maximum size of coarse aggregate not exceeding 25 mm ,mixed in a batching plant and mixing plant as per approved mix design,transported to site ,laid with a fixed form on slip nform paver ,spread ,compacted and finishing in aconinous operation includind provision of contraction ,expansion ,construction and longitudnal joint ,joint filler ,separation membrane ,sealant primer ,joint sealand,debonding strip dowel bar ,tie rod admixture as per approved ,curring compound ,finishing to lines and grades as per drawing .
Plain /reinforcedcement cement concrete in sub -structure complete as per drawing and technical specification RCC Grade M25 (using concrete mixer ). 1x1620.00x4.60x0.300 =2235.60 m3
Supplying ,fitting and placing H.Y.S.D bar reinforcements in sub -Structure complete as per drawing and technical specification .
Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).
Plain /Reinforcement cement concrete in open foundation complete as per drawing and technical specification (PCc -15).
E/W filling in foundation trenches of back filling marsy foundation pit
Plain /Reinforcement cement concrete in open foundation complete as per drawing and technical specification ( PCC -25). using concrete mixter
Plain /Reinforcement cement concrete in sub -structure complete as per drawing and technical specification ( RCC -25 height up to 5.0 m ). (using concrete mixter )
Furmishing and placing reinforced prestressed cement concrete in super structure as per drawing & technical specification (RCC Grade M-25 ) (height 5-10 m )
Providing weep holes in bricks masonry /plain/reinforcement concrete abutment,wing wall /return wall with 100 mm dia AC pipe ,extensing trough the full width of the structure with slope of1v:20H towards drawing face ,complete as per drawing and tecnical specification .
Providing and laying cement concrete weiring coat M30 grade including reinforcement complete as per drawing &technical specification .
Providing & laying of filter media with granular materials /stone croshed aggregate satisfying the reqirement laid down in clause 2504.2.2 of MoRTH SPECIFICATIONS to a thichness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment ,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification .
Const.of R.C.C railing M30 Grade in situ with 20mm nominal size aggregate ,tru to line and grade ,tolurence of vertical rcc post not to exceed 1 in 500 c/c spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion complete as per approved drawing and technical specification .
Drainage spout complete as per drawing and technical specification
supplyng ,fitting and placing HYDT bar Reinforcement -- in sub structure complete as per drawing and technical specification .
supplying ,fitting and placing HYSD bar Reinforcment in super structure complete as per drawing and technical specification .
providing and laying 60 mm thick factory made cement concrete interlocking paver block in M-30 grade made by block making machine with strong vibratory compaction ,of apporoved size ,design &shape ,laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all complete as per direction of Engineer -in -charge .
Providing & laying cement concrete in kerbs ,steps and the like at or near ground level excluding the cost of centering ,shuttering and finishing . 1:1.5:3 (1 cement :1.5 Coarse sand (Zone -III ):3 graded stone aggregate 20 mm nominal size ) 4x1620.00x0.125x0.125 = 101.25m3
centering shuttering including strutting ,prpping and removal of for foundation ,footing,base of cloumn ,etc for mass concrete
Seewaged steel tubular pole (410 SP-2) of height 7m confirming to IS: 2713 (Part II) in three section with steel bottom of the pole made of 50mm dia MSB clamp pipe welded to 300mm long MS canopy of suitable .. All complete as required (without arm)
1m single arm suitable for 70mm top
LED street light (90W/100W)
10 SQMM 4 CORE PVC/XLPE indulated PVC sheathed
Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Upto 6.5 meter
35 sqmm, 3.5 core
A. Cement (lead 3 km )
B. Sand (lead 2 km )
C. Stone Chips (lead 30 km )
D.Stone Metal (lead 30 km )
ADD GST @18%
ADD LABOUR CESS @1%
M/S SRI RAM ENTERPRISES
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