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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance RANCHI | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹60,425.97 (0.19%)Admitted-Finance | ₹3.2 Cr+₹60,425.97 (0.19%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S A K CONSTRUCTION L1 | M/S MAA LAXMI CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 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 Mechanical Means in area of light jungle
vide R.C.D. S.O.R. 2.3 (ii) A | 0.49 | Hect | 2,00,000 ₹98,000 Lowest | 2,00,000 ₹98,000 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 lifts and lead of 1000 metres)
Dismantling Stone Masonry
Rubble stone masonry in cement mortar. Brick Masonary
vide R.C.D. S.O.R. 2.4 (iii) B (i) | 54 | M3 | 275 ₹14,850 Lowest | 275 ₹14,850 Lowest |
| 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)
Dismantling Stone Masonry
Rubble stone masonry in cement mortar. H.P. Removal
vide R.C.D. S.O.R. 2.4 (iii) B (ii) | 7.5 | M | 200 ₹1,500 Lowest | 200 ₹1,500 Lowest |
| 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)
Dismantling Stone Masonry
Rubble stone masonry in cement mortar. P.C.C M15
vide R.C.D. S.O.R. 2.4 (iii) B (iii) | 5.4 | M3 | 390 ₹2,106 Lowest | 390 ₹2,106 Lowest |
| 5.00 | 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) | 686.57 | M3 | 121.45 ₹83,383.93 Lowest | 121.45 ₹83,383.93 Lowest |
| 6.00 | 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) | 2,537.98 | M3 | 53.4 ₹1,35,528.13 Lowest | 53.4 ₹1,35,528.13 Lowest |
| 7.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Rolling with vibratory roller
vide R.C.D. S.O.R. 3.16 (i) | 4,002.77 | M3 | 150 ₹6,00,415.5 Lowest | 150 ₹6,00,415.5 Lowest |
| 8.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
vide R.C.D. S.O.R. 3.18 (i) | 3,321.21 | M3 | 200 ₹6,64,242 Lowest | 200 ₹6,64,242 Lowest |
| 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) | 807.44 | M3 | 1,843.62 ₹14,88,612.53 Lowest | 1,843.62 ₹14,88,612.53 Lowest |
| 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) | 710.87 | M3 | 2,096.57 ₹14,90,388.72 Lowest | 2,096.57 ₹14,90,388.72 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.0 L
Closing Date
28 Feb 2022, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Daltonganj
O/o Executive Engineer, RCD, Road Division, Daltonganj
Construction of Road from Daltonganj 2 no. Town Link Road to Pandit Jag Narayan Tripathi B.Ed College Bahimagara (Chiyanki) Under Road Division, Daltonganj (Total Length - 510 M) for the Year 2021-22.
2022_CECOM_56038_1
RCD/Daltonganj/ 2021-22/113 (3rd Call)
Open Tender
Civil Works - Roads
Item Rate
180 days
DALTONGANJ
Please refer tender document
2 documents required · 2 mandatory
₹10,000
Executive Engineer, RCD, Road Division, Daltonganj
₹3.0 L
10 Mar 2022
14 Feb 2022
4 Mar 2022
14 Feb 2022
28 Feb 2022
14 Feb 2022
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 Mechanical 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 Stone Masonry Rubble stone masonry in cement mortar. Brick Masonary vide R.C.D. S.O.R. 2.4 (iii) B (i)
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 Stone Masonry Rubble stone masonry in cement mortar. H.P. Removal vide R.C.D. S.O.R. 2.4 (iii) B (ii)
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 Stone Masonry Rubble stone masonry in cement mortar. P.C.C M15 vide R.C.D. S.O.R. 2.4 (iii) B (iii)
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)
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with vibratory roller vide R.C.D. S.O.R. 3.16 (i)
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) vide R.C.D. S.O.R. 3.18 (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.) with VG-30 Grade Bulk Bitumen. for GradingII(19 mm nominal size) vide R.C.D. S.O.R. 5.6 B (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) with Bulk VG30 Bitumen. for Grading-II(10 mm nominal size) vide R.C.D. S.O.R. 5.8 B (ii)
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 equilateral triangle vide R.C.D. S.O.R. 8.4(ii)
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) vide R.C.D. S.O.R. 8.5
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
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) vide R.C.D. S.O.R. 8.14(ii)
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) vide R.C.D. S.O.R. 8.16
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
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) vide R.C.D. S.O.R. 8.23 A
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 Depth upto 3 m vide R.C.D. S.O.R. 12.1 I B(i)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) vide R.C.D. S.O.R. 12.4
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 vide R.C.D. S.O.R. 12.8 B
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Height upto 5m RCC Grade M20 vide R.C.D. S.O.R. 13.5 (p) E
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 specifications vide R.C.D. S.O.R. 13.8
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Foundation vide R.C.D. S.O.R. 13.6 (i)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Substructure vide R.C.D. S.O.R. 13.6 (ii)
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
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.) vide R.C.D. S.O.R. 12.1
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) vide R.C.D. S.O.R. 12.4
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
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer Height upto 5m vide R.C.D. S.O.R. 14.1 A Case I (p)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications vide R.C.D. S.O.R. 13.6
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 Depth upto 3 m 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
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 vide R.C.D. S.O.R. 12.8 B
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
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
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
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 20 grade concrete vide R.C.D. S.O.R. 8.22 (i)
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications vide R.C.D. S.O.R. 13.2
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 specifications vide R.C.D. S.O.R. 13.8
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material vide R.C.D. S.O.R. 13.9 A
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 Tar Phelt Cushion under the Deckslab
Filler joint 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)
Filler joint 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)
Numbering and Writing the culvert
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M/S MAA LAXMI CONSTRUCTION
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