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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC 3D SHINE TOWER SATI JAYMATI ROAD ARYA CHOCK REHABARI GUWAHATI 8 | KAMRUP METRO | ASSAM | 781001 | ₹4.6 Cr | L1 | Accepted-AOC CONTRACT AWARDED |
| 2 | L2₹4.9 Cr+₹23.2 L (5.00%)Rejected-AOC UNNAMED ROAD PURA NANDLAL MACHHALISHAHAR JAUNPUR JAUNPUR UTTAR PRADESH 222143 | JAUNPUR | UTTAR PRADESH | 222143 | ₹4.9 Cr+₹23.2 L (5.00%) | L2 | Rejected-AOC CONTRACT NOT AWARDED |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.6 Cr
EMD Value
₹9.3 L
Closing Date
4 Jun 2020, 2:00 pmClosed
The Chief Engineer, PWD (Roads), Assam
O/o The Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati - 3
(1) Re-construction Bebejia Chariali to NH-37 bye pass under SOPD-G for the year 2019-20, (2) Re-construction Borbheti Kachamari to Chakalaghat Road under SOPD-G for the year 2019-20, Nagaon LAC
2020_PWD_17526_27
CE/DEV/TB/504/2019-20/17
Open Tender
Civil Works
Item Rate
365 days
Nagaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Chief Engineer, PWD (Roads), Assam
₹9.3 L
Yes
O/o The Chief Engineer, PWD (Roads), Assam
14 Oct 2020
15 May 2020
5 Jun 2020
15 May 2020
4 Jun 2020
21 May 2020
21 May 2020
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (I) By Mannual Means, B. In area of light jungle Borbheti Kachamari to Chakalaghat Road
Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2009-10, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm. I) Roads having hard crust a) Carriage way Borbheti Kachamari to Chakalaghat Road
Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment) Bebejia Chariali to NH-37 bye pass
Construction of Subgrade and Earthen shoulders with approved materials obtained from borrowpits, with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 (including land compensation of earth) as per drawing and Technical Specifications Clause 305. Borbheti Kachamari to Chakalaghat Road
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) Borbheti Kachamari to Chakalaghat Road
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) Bebejia Chariali to NH-37 bye pass
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) Borbheti Kachamari to Chakalaghat Road
Coarse Sand ( As approved by Engimeer Incharge conforming zone II or III ) filling, spreading and compacting in layers not exeding of 150mm compacted thickness, compected to 85% relative density as per IS : 2720 part XIV compected with vibratory rollar, watering to obtain uniform surface. Completed as directed by the deptt. (rate considered as per SOR for State Road and MDR for all divisions under PWD Assam 2013-14 & rate analysis based on it) Borbheti Kachamari to Chakalaghat Road
Granular Sub Base with Coarse Graded Material (Table 400-2) ( Construction of granular sub base by providing coarse raded material, spreading in uniform layer with motorgrader on prepared surface, mixing by mix in place method with rotovator at OMC and co,acting with vibratory roller to achieve the desired density, complete as per cl. 401. Including all lead for carriage of materials from quarry to site. (ii) for grading II Material Borbheti Kachamari to Chakalaghat Road
Granular Sub Base with Coarse Graded Material (Table 400-2) ( Construction of granular sub base by providing coarse raded material, spreading in uniform layer with motorgrader on prepared surface, mixing by mix in place method with rotovator at OMC and co,acting with vibratory roller to achieve the desired density, complete as per cl. 401. Including all lead for carriage of materials from quarry to site. (ii) for grading II Material Bebejia Chariali to NH-37 bye pass
Water Bound Macadam:- WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means Borbheti Kachamari to Chakalaghat Road
Water Bound Macadam:- WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means Bebejia Chariali to NH-37 bye pass
Providing and laying interlocking concrete block pavement(ICBP conforming to IS 15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast block having compressive strength 40N/sq mm. Borbheti Kachamari to Chakalaghat Road
Providing and laying interlocking concrete block pavement(ICBP conforming to IS 15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast block having compressive strength 40N/sq mm. Bebejia Chariali to NH-37 bye pass
Plain/Reinforced cement concrete in restrain wall for paver blockin open foundation complete as per drawing and technical specification PCC Grade M40 grade Case-I Using concrete Mixer. Borbheti Kachamari to Chakalaghat Road
Plain/Reinforced cement concrete in restrain wall for paver blockin open foundation complete as per drawing and technical specification PCC Grade M40 grade Case-I Using concrete Mixer. Bebejia Chariali to NH-37 bye pass
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. with bitumen emalsion-CSS- 1h . Bebejia Chariali to NH-37 bye pass
Tack Coat :-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.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (c) Granular surfaces treated with primer Bebejia Chariali to NH-37 bye pass
Semi - Dense 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% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen (ii) for GradingII(10 mm nominal size) Bebejia Chariali to NH-37 bye pass
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 60cm equilateral traingle Borbheti Kachamari to Chakalaghat Road
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 60cm equilateral traingle Bebejia Chariali to NH-37 bye pass
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60cm circular Borbheti Kachamari to Chakalaghat Road
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60cm circular Bebejia Chariali to NH-37 bye pass
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) 80cmm x 60 cm rectangular Borbheti Kachamari to Chakalaghat Road
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iv) 90 cm Octagon Sign Borbheti Kachamari to Chakalaghat Road
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year. Borbheti Kachamari to Chakalaghat Road
P K and Company
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