Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance MIG B 49 NEAR ARGHORA THANA HARMU HOUSING COLONY PO DORANDA PS ARGHORA RANCHI JHARKHAND 834002 | RANCHI | JHARKHAND | 834002 | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical CL 4.1.1 |
| Sl No | Description | Qty | Unit | VAISHNAVI INFRA PROJECT L1 |
|---|---|---|---|---|
| 1.00Details | ||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means | 24,950 | Per Sqm | 3.37 ₹84,081.5 Lowest |
| 3.00 | Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. | 1,545.48 | Per Cum. | 83.88 ₹1,29,634.86 Lowest |
| 4.00Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5 | ||||
| 5.00 | 30% OF TOTAL QTY | 6,117.13 | Per Cum. | 106.2 ₹6,49,639.21 Lowest |
| 6.00 | 20% OF TOTAL QTY | 4,078.09 | Per Cum. | 136.56 ₹5,56,903.97 Lowest |
| 7.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
50% OF TOTAL QTY | 10,195.22 | Per Cum. | 166.93 ₹17,01,888.07 Lowest |
| 8.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III | 2,445.7 | Per Cum. | 1,273.19 ₹31,13,840.78 Lowest |
| 9.00 | Water Macadam Base WBM Grading 2 (By manual means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 1,144.66 | Per Cum. | 1,866.66 ₹21,36,691.04 Lowest |
| 10.00 | Water Bound Macadam Base WBM Grading 3 (By manual means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 1,144.66 | Per Cum. | 1,875.75 ₹21,47,096 Lowest |
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
23 Dec 2020, 3:00 pmClosed
CHIEF ENGINEER, JSRRDA
3rd Floor FFP Building Dhurwa, Ranchi Jharkhand
Construction and Maintenance of Roads
2020_CEJHR_103323_4
ReTender-11/2020
Open Tender
Civil Works - Roads
Item Rate
90 days
HAZARIBAGH
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
CHIEF ENGINEER, JSRRDA, RANCHI
₹5.5 L
Yes
30 Dec 2020
17 Dec 2020
23 Dec 2020
17 Dec 2020
23 Dec 2020
17 Dec 2020
Amount
Details
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means
Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5
30% OF TOTAL QTY
20% OF TOTAL QTY
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. 50% OF TOTAL QTY
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III
Water Macadam Base WBM Grading 2 (By manual means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Water Bound Macadam Base WBM Grading 3 (By manual means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Providing and applying Primer Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet with cold mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing course on a previously prepared base, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type A as per Technical COLD MIX NEW TECHNOLOGY
Providing Seal Coat Type-C (Liquid Seal Coat) immediately after laying of bituminous stone chips of size 6.7 mm @ 0.09/10sqm immediately after spraying of bitumen @ 9.8 kg/10sqm with the help of sprayer and rolled with smooth wheeled power roller as per MORT&H Specification (4th revision) Clause 513. COLD MIX NEW TECHNOLOGY
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD
ROAD FURNITURE
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade 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
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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
Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post)
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
SETTING OUT @ 4000 / KM
Protection Work
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
HUME PIPE CULVERT 1nx1m dia
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B)
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
NP3 Hume pipe culverts in Double row of pipe
E/W in ex{avation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material 1 (i) upto 3 m depth (SOR 11.1.1 (i)
Ordinary soil
Soft rock
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
Random Rubble Stone masonary work in cement mortar (1:4) in foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203
Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B)
Providing and lying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301
Providing PCC (1:2:4) over head wall in coping.. -do- -do- etc all complete job as per specification and direction of E/I.
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
White washing two coats on parapet walls as per technical specification clause 1915 SOR 15.13
R C C Culvert 1nx2mx1.4m
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
Sand filling below brick masonry for levelling as per drawing and technical specification
Providing and lying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing Centering including shuttering with propping in deck slab etc all complete job as per specification and direction of E/I.
Providing PCC (1:2:4) in various components of barriage super structure etc all job complete as per specificationa nd direction of E/I. Top of returns
Providing shuttering including strutting and propping etc -do- -do- all complete job as per specification and direction of E/I.
Providing and fixing in position 25mm thick bituminous board in expansion joint etc all complete job as per specification and direction of E/I
Providng and laying RCC M200 with nominal mix of in base place of deck slab etc. etc all complete job as per specification and direction of E/I
Providing MS Tor steel reinforcement (8-16 mm dia Rod) as per approved design and drawing including cutting, bending, and binding and placing in position as per specification and direction of E/I.
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
Providing 1.5 mm thick cement punning etc. all complete job as per specification and direction of E/I.
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
RCC Culvert 1nx4mx2.5m
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-15
Stone masonry work in cement mortar in foundation complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. Coarse Rubble Masonary work CM (1:4) in foundation.RWD Item no. 11.6 (II) (ii)
Stone masonry work in cement mortar in foundation complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. Random Rubble stone masonary (1:4) in foundation.
Stone masonry work in cement mortar in super structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204. Coarse Rubble Masonary work CM (1:4) in superstructure
Stone masonry work in cement mortar in super structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204. Random rubble stone masonary in CM (1:4) in superstructure
Stone masonry work in cement mortar in superstructure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. Random Rubble stone masonary (1:4) in superstructure.
Providing concrete for plain/reinforced concrete in IN COPING complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-15
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-20
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800, 1205 and 1205.5 (DECK SLAB M-25) (.RWD Item. no. 13.1 (ii)
Supplying fitting and placing with TMT Bar reinforcement (Fe 415) in sub structure complete as per drawing and technical specification clauses 1002, 1005, 1010 and 1202. (RWD SOR 12.8)
Pointing (1:3) on stone work in parapet as per technical specifications clause 613.4 and 1208.4
Providing and fixing Asphalt Plug in expansion joints in culverts, filling the same with bitumen, cement and sand etc. including cost of all labours and materials all complete as per MOST specification and direction of E/I.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (12.9)
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 (Boundary Pillar)
Maintenance
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
Labour Cess @ 1%
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .