Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAccepted-AOC | ₹7.1 Cr | L1 | Accepted-AOC OK |
| 2 | L1₹7.1 CrRejected-Finance | ₹7.1 Cr | L1 | Rejected-Finance OK |
| 3 | Rejected-Technical | - | - | Rejected-Technical Cl section 2- 15 |
| 4 | Rejected-Technical MIG B 49 NEAR ARGHORA THANA HARMU HOUSING COLONY PO DORANDA PS ARGHORA RANCHI JHARKHAND 834002 | RANCHI | JHARKHAND | 834002 | - | - | Rejected-Technical Cl section 2- 15 |
Tender Value
₹6.6 Cr
EMD Value
₹6.6 L
Closing Date
4 May 2022, 5:00 pmClosed
CHIEF ENGINEER, JSRRDA
JSRRDA, 3RD FLOOR, FFP BUILDING, DHURWA, RANCHI, JHARKHAND
Construction and Maintenance of Roads
2022_CEJHR_117351_29
e-Tender No.- 03 /2022-23
Open Tender
Civil Works - Roads
Item Rate
300 days
WEST SINGHBHUM
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹6.6 L
Yes
14 Sept 2022
25 Apr 2022
5 May 2022
25 Apr 2022
4 May 2022
25 Apr 2022
Amount
Details
Setting out pillars
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Contruction of embankment with approved material obtained from borrow pit with a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5 (A) Free Lead
Contruction of embankment with approved material obtained from borrow pit with a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5 (B) Lead upto 1000M
Construction of 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 with free lead as per Technical Specification Clause 303.1 Free Lead
Construction of 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 with free lead as per Technical Specification Clause 303.1 500m Lead
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
Construction of layer of Bio enzyme based soil stablised layer to a required thickness as per manufacturer design by ripping existing soil to required design depth with CBR 5% & above and treating it with TerraZyme in the ratio 1L for 12.5 cum soil, spreading in uniform layer 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 incl. borrow soil all labour, equipments etc., complete. as per the directions of the Engineer incharge of the work . except material like metal. The property of soil will be as follows A) Min CBR 5% B) PI Between 6 and 12% and C) Clay Content by Hydrometry between 15% to 35%
Construction of layer Bio enzyme based soil stablised layer to a required thickness as per manufacturer design with borrow soil material/gravel/murram, having CBR greater than 6- 8% and treating it with TerraZyme in the ratio 1L for 15 cum soil with 25% 40mm metal in design mix, spreading in uniform layer with tractor 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 incl all labour, materials, like soil and metal, equipments etc., complete. as per the directions of the Engineer incharge of the work . The property of soil will be as follows A) Min CBR 6-8% B) PI Between 6 and 12% and C) Clay Content by Hydrometry between 15% to 30%
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406
Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)
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 aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501.
Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 5th Kilemetre stone (precast) - (500 x 250 x 1525mm)
Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)
Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 200 m stone (precast) - (15 cm x 10 cm x 65 cm)
Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)
Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1
Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701
Protection Work (1.50 M Height) -
Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth.
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonary in C.M. (1:4) in foundation
Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonary in C.M. (1:4) in S/S
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 (including carriage of materials, all taxes, royalty etc. complete job)
Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)
Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204
Bridge Repair -
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
RCC Culvert (1 x 1.5m x 1.0m) -
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. S.O.R. Item No. 3.13 I A
Providing and laying 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/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in CM (1:4)
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in CM (1:4)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
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
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
RCC Culvert (1 x 3.0m x 2.0m) -
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. S.O.R. Item No. 3.13 I A
Providing and laying 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/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in CM (1:4)
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in CM (1:4)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
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
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
RCC Culvert (2 x 5.0m x 2.5m) -
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. S.O.R. Item No. 3.13 I A
Providing and laying 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/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in CM (1:4)
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in CM (1:4)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
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
Five Year Routine Maintenance -
1st Year
2nd Year
3rd Year
4th Year
5th Year
Labour Cess @ 1%
M/S PRATIK CONSTRUCTION
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 .