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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹17.2 L (10.1%)Admitted-Finance | ₹1.9 Cr+₹17.2 L (10.1%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹18.1 L (10.7%)Admitted-Finance 27 GRAM DHATURIYA POST KODKIYA TEHSIL ZIRAPUR DISTT RAJGARH 465693 M P | RAJGARH | MADHYA PRADESH | 465693 | ₹1.9 Cr+₹18.1 L (10.7%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹20.2 L (11.9%)Admitted-Finance | ₹1.9 Cr+₹20.2 L (11.9%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹20.6 L (12.1%)Admitted-Finance | ₹1.9 Cr+₹20.6 L (12.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shyam Bihari Yadav L2 | KRISHNA CONSTRUCTION L3 | PRAWIN KUMAR L5 | VISHAL KUMAR L4 | KUMAR BIRENDRA BALLAVE L6 | SULEKHA DEVI 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 mas per Technical Specification Clause 201. | 1.61 | Ha | 41,104.58 ₹66,178.37 | 41,310.1 ₹66,509.26 | 41,943.45 ₹67,528.95 | 41,943.45 ₹67,528.95 | 41,943.45 ₹67,528.95 | 37,329.67 ₹60,100.77 Lowest |
| 3.00 | 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 with free lead as per Technical Specification Clause 303.1. | 3,491.94 | M3 | 121.3 ₹4,23,572.32 | 121.98 ₹4,25,946.84 | 123.85 ₹4,32,476.77 | 123.85 ₹4,32,476.77 | 123.85 ₹4,32,476.77 | 110.23 ₹3,84,916.55 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 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1,163.98 | M3 | 275.8 ₹3,21,025.68 | 277.18 ₹3,22,631.98 | 281.43 ₹3,27,578.89 | 281.43 ₹3,27,578.89 | 281.43 ₹3,27,578.89 | 250.47 ₹2,91,542.07 Lowest |
| 5.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 4,977.01 | M3 | 13.54 ₹67,388.72 | 13.61 ₹67,737.11 | 13.82 ₹68,782.28 | 13.82 ₹68,782.28 | 13.82 ₹68,782.28 | 12.3 ₹61,217.22 Lowest |
| 6.00 | 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.
By Mechanical Means with 1 km lead | 1,621.54 | M3 | 1,954.35 ₹31,69,056.7 | 1,964.12 ₹31,84,899.14 | 1,994.23 ₹32,33,723.71 | 1,994.23 ₹32,33,723.71 | 1,994.23 ₹32,33,723.71 | 1,774.86 ₹28,78,006.48 Lowest |
| 7.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502 | 16,215.42 | M2 | 43.86 ₹7,11,208.32 | 44.07 ₹7,14,613.56 | 44.75 ₹7,25,640.05 | 44.75 ₹7,25,640.05 | 44.75 ₹7,25,640.05 | 39.83 ₹6,45,860.18 Lowest |
| 8.00 | 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 surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503 | 16,215.42 | M2 | 14.8 ₹2,39,988.22 | 14.87 ₹2,41,123.3 | 15.1 ₹2,44,852.84 | 15.1 ₹2,44,852.84 | 15.1 ₹2,44,852.84 | 13.44 ₹2,17,935.24 Lowest |
| 9.00 | Providing and laying bituminous macadam 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. | 810.77 | M3 | 7,554.18 ₹61,24,702.52 | 7,591.95 ₹61,55,325.3 | 7,708.35 ₹62,49,698.93 | 7,708.35 ₹62,49,698.93 | 7,708.35 ₹62,49,698.93 | 6,860.43 ₹55,62,230.83 Lowest |
| 10.00 | 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.
Grading II: 10 mm (Nominal Size) | 405.39 | M3 | 9,200.28 ₹37,29,701.51 | 9,246.28 ₹37,48,349.45 | 9,388.04 ₹38,05,817.54 | 9,388.04 ₹38,05,817.54 | 9,388.04 ₹38,05,817.54 | 8,355.36 ₹33,87,179.39 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 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_138
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
₹3.8 L
Yes
13 Jul 2022
12 Jan 2022
31 Jan 2022
12 Jan 2022
28 Jan 2022
12 Jan 2022
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 mas per Technical Specification Clause 201.
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 with free lead as per Technical Specification Clause 303.1.
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
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. By Mechanical Means with 1 km lead
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
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 surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503
Providing and laying bituminous macadam 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.
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. Grading II: 10 mm (Nominal Size)
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Ordinary Km post
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 200M Stone (Precast)
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Boundary Pillr (Precast)
Providing and fixing of typical PMGSY Informatory Signboard 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 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.
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
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.
E/W in excavation 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 utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
Providing, supplying & labours charges for pitching and soling with stone boulder duly packed in slope of road embankment and approved with materials within 150 M at work site and lift all complete job as per direction of E/I.
Plain cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-10 with nominal mix 1:3:6)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coarse Rubble Masonary in C.M. (1:4) in foundation
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coarse Rubble Masonary in C.M. (1:4) in sub-structure
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15 in Coping)
Plastering with cement mortar (1:4), 15 mm thick with clean coarse sand F.M 1.5 including screening curring with all lead and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (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
Providing weep holes with day grades stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.
Painting two coats including primer coat after filling the surface with synthetic as per drawing and Technical Specification Clause 1701
Labour Cess @ 1%
Shyam Bihari Yadav
KRISHNA CONSTRUCTION
VISHAL KUMAR
PRAWIN KUMAR
KUMAR BIRENDRA BALLAVE
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