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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹70.09 (<0.01%)Admitted-Finance | ₹1.7 Cr+₹70.09 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹8.8 L (5.26%)Admitted-Finance | ₹1.8 Cr+₹8.8 L (5.26%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Hemanta Gogoi L1 | SRI BIKASH GOGOI L2 | KAPIL BOKAL L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
Qnty. As per Qtty statement | 0.67 | Hect | - | - | - |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ( i ) Private Land
Qnty. As per Qtty statement | 11,297.63 | cum | - | - | - |
| 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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 .
(Qnty.As per Qtty statement | 5,521.38 | cum | - | - | - |
| 4.00 | Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408. Gr. II Maerials
(Qnty. As per Qtty statement | 752.77 | cum | - | - | - |
| 5.00 | Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III.As per Qtty statement | 423.06 | cum | - | - | - |
| 6.00 | Providing & laying inter locking concrete block pavement having thickness 80 mm including construction of Edge restrain as per technical specification clouse 1504.
As per Qtty statement | 5,303.25 | Sqm. | - | - | - |
| 7.00 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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. | 176.49 | cum | - | - | - |
| 8.00 | PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 12.18 | cum | - | - | - |
| 9.00 | Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding of Granular materials | 22.42 | cum | - | - | - |
| 10.00 | Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia | 7.5 | Rm | - | - | - |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
26 Jun 2020, 4:00 pmClosed
SE PWD JRC
O/O SE PWD JRC
Construction of Amguri Bogoriguri Road including improvement of Sati Sadhani Devi Chutia Khetra under Assam Darshan in PWD Charaideo Rural Road Division Sonari for 2019-20 (From Ch.00.00m to Ch. 1450.00m) Package AD/CDTRD/06
2020_PWD_17979_1
SE/JRC/Asom Darshan/493
Open Tender
Civil Works – Roads
Item Rate
180 days
Charaideo
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,600
Empowered Officer ASRB
₹3.5 L
Yes
22 Mar 2021
20 Jun 2020
29 Jun 2020
20 Jun 2020
26 Jun 2020
20 Jun 2020
Amount
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 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 Qnty. As per Qtty statement
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ( i ) Private Land Qnty. As per Qtty statement
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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 . (Qnty.As per Qtty statement
Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408. Gr. II Maerials (Qnty. As per Qtty statement
Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III.As per Qtty statement
Providing & laying inter locking concrete block pavement having thickness 80 mm including construction of Edge restrain as per technical specification clouse 1504. As per Qtty statement
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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.
PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding of Granular materials
Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (ii) PCC M-15 (1:2.5:5)
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (iii) 900 mm dia
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii)60cm Eq Triangle
(iv) 80x60 cm Rect
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. II) Ordinary Kilometer stone (Precast)
III) Hectometer stone (Precast)
Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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)
Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
Providing of 15 Nos. Rumble(for cach location) strips covered with premix bituminous carpet 15.2 mm high at centre ,250mm wide placed at 1.00m centre to centre at approved location to control speed marked with white strips of road marker paint.
Providing and fixing of Guard Post
Planting of Trees and their Maintenance for three 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 three year.
Cost for Foundation stone laying and Inauguration ceremony .(Rate as per Analysis enclosed)
Routine Maintenance for 1st Year
Routine Maintenance for 2nd Year
Routine Maintenance for 3rd Year
SRI BIKASH GOGOI
KAPIL BOKAL
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