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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹27.5 L (10.7%)Admitted-Finance 815301 | GIRIDIH | JHARKHAND | 815301 | ₹2.9 Cr+₹27.5 L (10.7%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 Cr+₹28.2 L (10.9%)Admitted-Finance | ₹2.9 Cr+₹28.2 L (10.9%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILL DHOLIYA PO PANDEYPURA BLOCK HUNTERGANJ DIST CHATRA | CHATRA | JHARKHAND | 825103 | - | - | Rejected-Technical As per Cl 4.1 Sec-I and 4.5(A)(C) ...... |
| 5 | Rejected-Technical GRAM SINGHPUR POST PARVATPUR THANA AHILYAPUR DISTRICT GIRIDIH | GIRIDIH | GIRIDIH | JHARKHAND | - | - | Rejected-Technical as per Cl 4.7 Sec-I |
| Sl No | Description | Qty | Unit | SANT KUMAR DEO L2 | Shree Ram Construction L1 | M/S MAA LAXMI CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By manual means in area of light jungle
vide R.C.D. S.O.R. 2.3(ii) A | 0.71 | Hect | 19,913.52 ₹14,198.34 | 17,912.64 ₹12,771.71 Lowest | 18,000 ₹12,834 |
| 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 lifts and lead of 1000 metres)
Dismantling Brick / Tile work
In cement mortar
vide R.C.D. S.O.R. 2.4(ii)B | 164.57 | M3 | 271.7 ₹44,713.67 | 244.4 ₹40,220.91 Lowest | 2,450 ₹4,03,196.5 |
| 3.00 | 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 lifts and lead of 1000 metres)
By Mechanical Means
Cement Concrete Grade M-15 & M-20
vide R.C.D. S.O.R. 2.4 (i) II (A) | 24.3 | M3 | 390.83 ₹9,497.17 | 351.56 ₹8,542.91 Lowest | 370 ₹8,991 |
| 4.00 | 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 lifts and lead of 1000 metres)
By Mechanical Means
Prestressed / Reinforced cement concrete grade M-20 & above
vide R.C.D. S.O.R. 2.4 (i) II (B) | 18 | M3 | 734.64 ₹13,223.52 | 660.82 ₹11,894.76 Lowest | 2,490 ₹44,820 |
| 5.00 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means
Bituminous course
vide R.C.D. S.O.R. 2.5 (II) A | 71.36 | M3 | 196.46 ₹14,018.99 | 176.72 ₹12,610.39 Lowest | 2,490 ₹1,77,681.42 |
| 6.00 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Manual Means
Granular courses
vide R.C.D. S.O.R. 2.5 (I) B | 713.58 | M | 447.26 ₹3,19,155.79 | 402.32 ₹2,87,087.51 Lowest | 427 ₹3,04,698.66 |
| 7.00 | 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 etc@ Rs. 27.48 per cum, cost of watering, rolling & compaction.
vide R.C.D. S.O.R. 3.6 (ii) | 3,534.6 | M3 | 121.22 ₹4,28,464.21 | 109.04 ₹3,85,412.78 Lowest | 3,195 ₹1,12,93,047 |
| 8.00 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
Rolling with vibratory roller
vide R.C.D. S.O.R. 3.17 (i) | 283.93 | M3 | 53.3 ₹15,133.47 | 47.94 ₹13,611.6 Lowest | 51 ₹14,480.43 |
| 9.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)
Grading-I
vide R.C.D. S.O.R. 4.2 (i) | 2,815.08 | M3 | 1,810.86 ₹50,97,715.77 | 1,628.91 ₹45,85,504.08 Lowest | 1,730 ₹48,70,088.4 |
| 10.00 | Wet Mix Macadam (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
With Vibratory Roller
vide R.C.D. S.O.R. 4.12 (i) | 1,776.22 | M3 | 2,103.48 ₹37,36,243.25 | 1,892.13 ₹33,60,832.04 Lowest | 2,010 ₹35,70,202.2 |
Tender Value
₹2.7 Cr
EMD Value
₹2.7 L
Closing Date
29 Nov 2021, 12:00 pmClosed
Executive Engineer, RCD, Road Diviision, Giridih
Executive Engineer, RCD, Road Diviision, Giridih
Reconstruction of CRPF Camp-Near Giridih Bust Stand-Officers Colony- S.P. Kothi (On NH-114A) Road (Total Length - 1.20 Km.) Under Road Division, Giridih for the year 2021-22.
2021_CECOM_53117_1
RCD/GIRIDIH/1313
Open Tender
Civil Works
Item Rate
60 days
CRPF Camp to S.P. Kothi
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Executive Engineer, RCD, Road Division, Giridih
₹2.7 L
23 Dec 2021
16 Nov 2021
2 Dec 2021
16 Nov 2021
29 Nov 2021
16 Nov 2021
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By manual means in area of light jungle vide R.C.D. S.O.R. 2.3(ii) A
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 lifts and lead of 1000 metres) Dismantling Brick / Tile work In cement mortar vide R.C.D. S.O.R. 2.4(ii)B
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 lifts and lead of 1000 metres) By Mechanical Means Cement Concrete Grade M-15 & M-20 vide R.C.D. S.O.R. 2.4 (i) II (A)
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 lifts and lead of 1000 metres) By Mechanical Means Prestressed / Reinforced cement concrete grade M-20 & above vide R.C.D. S.O.R. 2.4 (i) II (B)
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means Bituminous course vide R.C.D. S.O.R. 2.5 (II) A
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Manual Means Granular courses vide R.C.D. S.O.R. 2.5 (I) B
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 etc@ Rs. 27.48 per cum, cost of watering, rolling & compaction. vide R.C.D. S.O.R. 3.6 (ii)
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Rolling with vibratory roller vide R.C.D. S.O.R. 3.17 (i)
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) Grading-I vide R.C.D. S.O.R. 4.2 (i)
Wet Mix Macadam (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) With Vibratory Roller vide R.C.D. S.O.R. 4.12 (i)
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) vide R.C.D. S.O.R. 5.1
Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom). vide R.C.D. S.O.R. 5.2
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for GradingII (19 mm nominal size) vide R.C.D. S.O.R. 5.6 (ii)
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) (ii) for Grading-II(10 mm nominal size) vide R.C.D. S.O.R. 5.8 (ii)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern vide DSR 16.91.2
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 vide R.C.D. S.O.R. 13.5 B (p)
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle vide R.C.D. S.O.R. 8.4(i)
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm x 60 cm square vide R.C.D. S.O.R. 8.4(vi)
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 80cmx60cm Rectangular vide R.C.D. S.O.R. 8.4(iv)
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm circular vide R.C.D S.O.R. 8.4(iii)
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm high octagon vide R.C.D. S.O.R. 8.4(vii)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) vide R.C.D. S.O.R. 8.13
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) vide R.C.D. S.O.R. 8.14 (i)
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) vide R.C.D. S.O.R. 8.14 (ii)
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) vide R.C.D. S.O.R. 8.15
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) vide R.C.D. S.O.R. 8.35
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.) by mechanical means (i) Ordinary Soil vide R.C.D. S.O.R. 12.1 I B(i)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 vide R.C.D. S.O.R. 12.8 A
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Random Rubble Masonry. vide R.C.D. S.O.R. 12.7 B
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry vide R.C.D. S.O.R. 13.4 A
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates. vide R.C.D. S.O.R. 15.1 A
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25. vide R.C.D S.O.R. 14.1 B
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications vide R.C.D. S.O.R. 14.4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20 vide R.C.D. S.O.R. 13.5 B
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications vide R.C.D. S.O.R. 14.2
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications. vide R.C.D. S.O.R. 13.1
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications vide N.H.S.O.R. 13.3
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) vide R.C.D. S.O.R. 8.8
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided 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. vide R.C.D. S.O.R. 13.10
Providing and fixing in position 20 mm thick 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, covered with sealant complete as per drawing and technical specifications. vide R.C.D. S.O.R. 14.18 (iii)
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. vide R.C.D. S.O.R. 14.18 (iv)
GST 12% will be added on Total amount quoted by Contractor
Labour Cess 1% will be added on amount quoted by contractor including 12% GST.
SANT KUMAR DEO
M/S MAA LAXMI CONSTRUCTION
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