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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | ₹4.0 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PRADEEP KUMAR L1 |
|---|---|---|---|---|
| 1.00 | Setting Out Pillars Providing & Fixing of Working Benchmark Pillars -01 No per Km and 04 Nos Referance pillars required for 1 Km as per drawings given & direction of E/I. | 45 | Km | 10,234.69 ₹4,60,561.05 Lowest |
| 2.00 | Clearing and grubbing of road land (By Manual Means) including uprooting wild vegetaion, grass, bushes, shurbs, saplings & trees of girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable matarials & stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness | 1.6 | Ha | 51,104.25 ₹81,766.8 Lowest |
| 3.00 | Construction of embankment with materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope & compacting to meet requirement of Tables 300.1 & 300.2 with a lead upto 1000 m as per Technical specification clause 301.5. Including Royality and Labour Cess | 13,649.59 | cum | 208.25 ₹28,42,486.17 Lowest |
| 4.00 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with lead upto 1000 m and 100 m as per Technical specification clause 303.1 Including Royality and Labour Cess | 1,753.1 | cum | 185.14 ₹3,24,567.18 Lowest |
| 5.00 | Construction of granular sub-base with well Graded Material (Table-400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader grader arrangement 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. For Grading I Material. | 239.65 | cum | 1,483.05 ₹3,55,412.93 Lowest |
| 6.00 | WBM Grading - 2 -Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreding in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the intrestices of coarse aggregate, watering and compacting to the required density Grading -2 as per Technical Specification Clause 405. | 940.25 | cum | 2,224.53 ₹20,91,614.33 Lowest |
| 7.00 | WBM Grading - 3 -Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreding in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intrestices of coarse aggregate, watering and compacting to the required density Grading -3 as per Technical Specification Clause 405 | 1,354.78 | cum | 2,064.03 ₹27,96,306.56 Lowest |
| 8.00 | Providing and applying primer coat with bitumen emulsion (S.S.1) on prepared surface of granular base including cleaning of road surface ans spraying primer at the rate of 0.90 - 1.20 kg/sqm. using mechanical means as per technical specification clause 502 of MoRD. | 6,620.28 | sqm | 39.65 ₹2,62,480.86 Lowest |
| 9.00 | Tack Coat-Providing and applying tack coat with bitumen emulsion (RS-1) using Emulsion distributor @ 0.25 to 3.0 kg .per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per technical specification clause 503. | 17,963.38 | sqm | 13.73 ₹2,46,619.24 Lowest |
| 11.00 | Bituminous Macadam - 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. | 1,676.83 | cum | 6,232.1 ₹1,04,50,172.24 Lowest |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
28 Dec 2020, 3:00 pmClosed
E.E. R.W.D. works Division TEKARI
E.E. R.W.D. works Division TEKARI
MR L01 - AparJamne To Nahar Road.
2020_ECBIH_102493_1
BR12P2R-06(TEKARI)
Open Tender
Civil Works - Bridge Construction
Item Rate
365 days
TEKARI
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
E.E. R.W.D. works Division TEKARI
₹8.0 L
Yes
21 Jan 2021
11 Dec 2020
28 Dec 2020
11 Dec 2020
28 Dec 2020
11 Dec 2020
Amount
Setting Out Pillars Providing & Fixing of Working Benchmark Pillars -01 No per Km and 04 Nos Referance pillars required for 1 Km as per drawings given & direction of E/I.
Clearing and grubbing of road land (By Manual Means) including uprooting wild vegetaion, grass, bushes, shurbs, saplings & trees of girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable matarials & stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness
Construction of embankment with materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope & compacting to meet requirement of Tables 300.1 & 300.2 with a lead upto 1000 m as per Technical specification clause 301.5. Including Royality and Labour Cess
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with lead upto 1000 m and 100 m as per Technical specification clause 303.1 Including Royality and Labour Cess
Construction of granular sub-base with well Graded Material (Table-400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader grader arrangement 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. For Grading I Material.
WBM Grading - 2 -Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreding in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the intrestices of coarse aggregate, watering and compacting to the required density Grading -2 as per Technical Specification Clause 405.
WBM Grading - 3 -Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreding in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intrestices of coarse aggregate, watering and compacting to the required density Grading -3 as per Technical Specification Clause 405
Providing and applying primer coat with bitumen emulsion (S.S.1) on prepared surface of granular base including cleaning of road surface ans spraying primer at the rate of 0.90 - 1.20 kg/sqm. using mechanical means as per technical specification clause 502 of MoRD.
Tack Coat-Providing and applying tack coat with bitumen emulsion (RS-1) using Emulsion distributor @ 0.25 to 3.0 kg .per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per technical specification clause 503.
Bituminous Macadam - 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.
Semi-Dence Bituminous Concrete 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
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 Technical specification clause 1703.
(i) 5 th Kilometre Stone (Precast)
(ii) Ordinary Kilometre stone (Precast)
(iii) 200 M Stone (Precast)
(i) Providing and fixing 'Logo' of PMGSY Project. Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove 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 paint as per drawing Clause 1701 and Annexure 1700.1
Printing New Letters and Figures of any Shade. Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701.
Boundary pillar Post -Reinforced Cement Concrete M-15 grade Boundary pillar/ local stone of standard design as per IRC:25 fixing in position including finishing & lettering but excluding painting as per drawing and Technical specification clause 1704
Retro-reflectorisedTraffic Signs - Providing and fixing of Retro reflectorised cautionary, mandatory and informatory sign board 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 foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical specification clause 801.
600 mm equilateral & traingle
600 mm Circular
600 mm x 450 mm rectanguar
900 mm side octagon
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing 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
Planting of Trees and their Maintenance for one year Planting of trees by the road site (Avenue trees) in 0.60 m dia holes, 1 m deep in the ground, mixing the soil with decayed farm yard / sludge manure, planting the saplings, back filling the trench, watering, fixing the tree guard and maintaining the plants for one year.
Earth work in execavation for foundation of structures upto 3.0 m depth as per drawing and technical specifications clause 1104.
Providing PCC M-15 (PCC 1:2.5:5 as levelling course in foundation) Providing PCC M-15 1:2.5:5concrete for plain concrete in open foundation complete as per drawings and technical specifrications clause 802, 803, 1202 & 1203
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifrications clause 802, 804, 805, 806, 807, 1202 and 1204. (M-15 PCC 1:2.5:5)
Providing and laying RCC pipe NP3 for culverts on first class bedding of PCC M-10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and massonary works in head wall and parapets as per clause 1106
Painting on Parapet Wall (Black and White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surface.
Brick masonary work in C.M. 1:3 in Parapet excluding pointing and plastering as per drawing and technical specification Clauses 600, 900 and 1208.4.
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification Clause 1701.
Add 12 % for GST & 1 % Labour Cess
Add for Seigniorage Fee
1st Year Maintenance
2nd Year Maintenance
3rd Year Maintenance
4th Year Maintenance
5th Year Maintenance
Total (B)
Add 12 % for GST & 1 % Labour Cess
Add for Seigniorage Fee
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