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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹12.2 L (7.73%)Admitted-Finance | ₹1.7 Cr+₹12.2 L (7.73%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹13.6 L (8.56%)Admitted-Finance | ₹1.7 Cr+₹13.6 L (8.56%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹14.4 L (9.08%)Admitted-Finance | ₹1.7 Cr+₹14.4 L (9.08%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹15.3 L (9.67%)Admitted-Finance VILL DHOLIYA PO PANDEYPURA BLOCK HUNTERGANJ DIST CHATRA | CHATRA | JHARKHAND | 825103 | ₹1.7 Cr+₹15.3 L (9.67%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jai Maa Ambe Infra Private Limited L5 | M/S JITENDRA KUMAR SINGH L1 | Md. Yasin Construction Pvt. Ltd L6 | BHARDAWAJ ENTERPRISES L4 | M/s Jagjit Singh AND Co L2 | DYNAMIC CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 4,921 | Cum | 14.12 ₹69,484.52 | 12.88 ₹63,382.48 Lowest | 14.16 ₹69,681.36 | 14.05 ₹69,140.05 | 13.87 ₹68,254.27 | 13.98 ₹68,795.58 |
| 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 | 2.01 | Ha | 41,628.87 ₹83,674.03 | 37,958.82 ₹76,297.23 Lowest | 41,733.73 ₹83,884.8 | 41,406.57 ₹83,227.21 | 40,894.86 ₹82,198.67 | 41,209.44 ₹82,830.97 |
| 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) | 4,851.56 | m3 | 121.85 ₹5,91,162.59 | 111.11 ₹5,39,056.83 Lowest | 122.16 ₹5,92,666.57 | 121.2 ₹5,88,009.07 | 119.7 ₹5,80,731.73 | 120.62 ₹5,85,195.17 |
| 5.00 | Lead up to 1000m | 3,234.38 | m3 | 278.25 ₹8,99,966.24 | 253.72 ₹8,20,626.89 Lowest | 278.95 ₹9,02,230.3 | 276.76 ₹8,95,147.01 | 273.34 ₹8,84,085.43 | 275.44 ₹8,90,877.63 |
| 6.00 | SUB-BASE COURSE 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. | 288.18 | m3 | 1,952.32 ₹5,62,619.58 | 1,780.2 ₹5,13,018.04 Lowest | 1,957.23 ₹5,64,034.54 | 1,941.89 ₹5,59,613.86 | 1,917.89 ₹5,52,697.54 | 1,932.65 ₹5,56,951.08 |
| 7.00 | BASE COURSE 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. | 1,420.31 | m3 | 2,185.85 ₹31,04,584.61 | 1,993.14 ₹28,30,876.67 Lowest | 2,191.36 ₹31,12,410.52 | 2,174.18 ₹30,88,009.6 | 2,147.31 ₹30,49,845.87 | 2,163.83 ₹30,73,309.39 |
| 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 | 14,203.13 | m2 | 44.23 ₹6,28,204.44 | 40.33 ₹5,72,812.23 Lowest | 44.34 ₹6,29,766.78 | 43.99 ₹6,24,795.69 | 43.45 ₹6,17,126 | 43.78 ₹6,21,813.03 |
| 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. | 14,203.13 | m2 | 12.42 ₹1,76,402.87 | 11.32 ₹1,60,779.43 Lowest | 12.45 ₹1,76,828.97 | 12.35 ₹1,75,408.66 | 12.2 ₹1,73,278.19 | 12.29 ₹1,74,556.47 |
| 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. | 710.16 | m3 | 7,827 ₹55,58,422.32 | 7,136.97 ₹50,68,390.62 Lowest | 7,846.72 ₹55,72,426.68 | 7,785.21 ₹55,28,744.73 | 7,689 ₹54,60,420.24 | 7,748.14 ₹55,02,419.1 |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 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_144
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
₹3.5 L
Yes
24 Aug 2022
12 Jan 2022
31 Jan 2022
12 Jan 2022
28 Jan 2022
12 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
SUB-BASE COURSE 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.
BASE COURSE 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.
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
Labour Cess @ 1%
M/s Jagjit Singh AND Co
DYNAMIC CONSTRUCTION
BHARDAWAJ ENTERPRISES
Jai Maa Ambe Infra Private Limited
Md. Yasin Construction Pvt. Ltd
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