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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹34.8 L (26.8%)Admitted-Finance | ₹1.6 Cr+₹34.8 L (26.8%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Cl. 4.4A(b) |
| Sl No | Description | Qty | Unit | Md Yusuf Khan L2 | M/s Amit Construction L1 |
|---|---|---|---|---|---|
| 1.00Details | |||||
| 2.00 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 4,856 | Cum | 14 ₹67,984 | 11.08 ₹53,804.48 Lowest |
| 3.00 | Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification | 1.85 | Ha | 40,000 ₹74,000 | 32,669.75 ₹60,439.04 Lowest |
| 4.00 | 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. (Free Lead) | 2,289.38 | m3 | 120 ₹2,74,725.6 | 95.63 ₹2,18,933.41 Lowest |
| 5.00 | Lead up to 1000m | 6,868.13 | m3 | 267 ₹18,33,790.71 | 218.36 ₹14,99,724.87 Lowest |
| 6.00 | Water Macadam Base WBM Grading 2 (By mechanical 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, 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.: Grading of No. 2 Material (63-45 mm size) with screening material Type A | 182.24 | m3 | 2,000 ₹3,64,480 | 1,709.9 ₹3,11,612.18 Lowest |
| 7.00 | Water Bound Macadam Base WBM Grading 3 (By mechanical 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. | 228.67 | m3 | 2,100 ₹4,80,207 | 1,728.66 ₹3,95,292.68 Lowest |
| 8.00 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification | 14,013.75 | m2 | 44 ₹6,16,605 | 34.51 ₹4,83,614.51 Lowest |
| 9.00 | 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. | 14,013.75 | m2 | 12 ₹1,68,165 | 9.7 ₹1,35,933.38 Lowest |
| 10.00 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 700.69 | m3 | 7,723 ₹54,11,428.87 | 6,015.65 ₹42,15,105.8 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
28 Jan 2022, 5:00 pmClosed
CHIEF ENGINEER, JSRRDA
JSRRDA, 3RD FLOOR, FFP BUILDING, DHURWA, RANCHI, JHARKHAND
Repair and maintenance of Roads
2022_CEJHR_115495_10
e-Tender No.- 07 /2021 Dt. 28.12.21
Open Tender
Civil Works - Roads
Item Rate
205 days
GUMLA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
JSRRDA
₹3.3 L
Yes
13 Jul 2022
11 Jan 2022
31 Jan 2022
11 Jan 2022
28 Jan 2022
11 Jan 2022
Amount
Details
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification
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. (Free Lead)
Lead up to 1000m
Water Macadam Base WBM Grading 2 (By mechanical 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, 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.: Grading of No. 2 Material (63-45 mm size) with screening material Type A
Water Bound Macadam Base WBM Grading 3 (By mechanical 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
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.
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent 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. 508 complete in all respects.
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post item no. 10.10 ii
Reinforced cement concrete M15 grade 200M Post of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 200 M post item no. 10.10 iii
Reinforced cement concrete M15 grade FI Post of standard design as per IRC:8-1980, fixing in position including painting and printing etc. FI post item no. 10.11
Providing and erecting direction and place identification retro-reflectorised sign as per approved drawing
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 on edges. 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 printing 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.
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.(For edge marking)
Parapet Repair
Random Rubble Stone Masonry Work in Cement Mortar 1:4 in Superstructure complete as per Drawing and Technical Specifications.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
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
GUARD WALL 1.0M HEIGHT
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. (Depth upto 3 m)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
GUARD WALL 1.50M HEIGHT
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. (Depth upto 3 m)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Drain
Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m) RCD
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
Plain/Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Furnishing and Placing Reinforced/ Prestressed cement concrete in s/s as per drawing and Technical Specification (P.C.C. Grade M-20 in Cover Slab)
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
R C C Culvert 1nx1.5mx1m
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.
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 open foundation of Head walls as per drawings & Technical Specification Clause 1109
Stone masonry in cement mortar random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Stone masonry in cement mortar random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15
Providng and laying RCC M20 with nominal mix of in base place of Super -Structure etc. etc all complete job as per specification and direction of E/I
Providng and laying RCC M25 with nominal mix of in base place of deck slab etc. etc all complete job as per specification and direction of E/I
Providing PCC M-30 with nominal mix in Wearing coat etc all complete job as per specification and direction of E/I.
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Providing 15mm 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 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
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Labour Cess @ 1%
Md Yusuf Khan
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