Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.9 CrAdmitted-Finance ASSAM | ₹2.9 Cr | L1 | Admitted-Finance |
| 3 | L2₹3.2 Cr+₹32.0 L (11.1%)Admitted-Finance | ₹3.2 Cr+₹32.0 L (11.1%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DULAL KALITA L2 | ANIL DAS L1 | MS JAGADISHA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be us
By Manual Means:- B.In area of thorney jungle | 1.08 | Hect. | 71,662 ₹77,394.96 | 64,496 ₹69,655.68 Lowest | 64,496 ₹69,655.68 Lowest |
| 2.00 | Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of | 16,200 | Cum | 105 ₹17,01,000 | 95 ₹15,39,000 Lowest | 95 ₹15,39,000 Lowest |
| 3.00 | Construction of Embankment with Material obtained from Borrowpits( from private land )
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 32,890.92 | Cum | 269 ₹88,47,657.48 | 242 ₹79,59,602.64 | 210 ₹69,07,093.2 Lowest |
| 4.00 | Construction of Subgrade and Earthen Shoulders ( Form private land ) Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 3,994.41 | Cum | 328 ₹13,10,166.48 | 295 ₹11,78,350.95 | 270 ₹10,78,490.7 Lowest |
| 5.00 | 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 dens for grading-II Material | 840 | Cum | 3,012 ₹25,30,080 | 2,711 ₹22,77,240 Lowest | 2,900 ₹24,36,000 |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 - 10 tonnes in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density 9 With an initial lead of 5.00Km).Grading II | 315 | Cum | 3,141 ₹9,89,415 | 2,827 ₹8,90,505 Lowest | 3,000 ₹9,45,000 |
| 7.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 - 10 tonnes in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density 9 With an initial lead of 5.00Km). Grading III | 315 | Cum | 3,328 ₹10,48,320 | 2,995 ₹9,43,425 Lowest | 3,200 ₹10,08,000 |
| 8.00 | Providing and laying interlocking concrete block pavement ( ICBP ) conforming to IS : 15658 - 2006 including all lead and lift complete as per technical specification clause and as directed .
80mm thick Interlockinmg Precast Blocks having Compressive Strength (40 N / Sqmm) | 4,200 | sq.m | 910 ₹38,22,000 | 819 ₹34,39,800 Lowest | 1,019 ₹42,79,800 |
| 9.00 | Providing and laying interlocking concrete block pavement ( ICBP ) conforming to IS : 15658 - 2006 including all lead and lift complete as per technical specification clause and as directed .
(a)Providing and laying M - 40 grade Cement cocrete Edge block/ Edge restraints complete as per technical specification clause 1504 | 54 | Cum | 10,700 ₹5,77,800 | 9,550 ₹5,15,700 Lowest | 9,700 ₹5,23,800 |
| 10.00 | 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 equilateral traingle | 6 | Each | 4,579 ₹27,474 | 4,121 ₹24,726 Lowest | 4,150 ₹24,900 |
Tender Value
Refer Docs
EMD Value
₹6.4 L
Closing Date
1 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, Chandmari, Guwahati
SOPD_G_20_21_176 Construction of Approach Road from NH-37 to Azara Railway Station in village Kahikuchi under SOPD-G for the year 2020-21, West Guwahati LAC
2021_PWD_20217_131
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
west Guwahati
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,600
Empowered Officer,ASRB
₹6.4 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
18 Feb 2021
21 Jan 2021
1 Feb 2021
21 Jan 2021
1 Feb 2021
22 Jan 2021
21 Jan 2021 - 1 Feb 2021
22 Jan 2021
Amount
Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be us By Manual Means:- B.In area of thorney jungle
Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of
Construction of Embankment with Material obtained from Borrowpits( from private land ) Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Construction of Subgrade and Earthen Shoulders ( Form private land ) Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
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 dens for grading-II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 - 10 tonnes in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density 9 With an initial lead of 5.00Km).Grading II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8 - 10 tonnes in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density 9 With an initial lead of 5.00Km). Grading III
Providing and laying interlocking concrete block pavement ( ICBP ) conforming to IS : 15658 - 2006 including all lead and lift complete as per technical specification clause and as directed . 80mm thick Interlockinmg Precast Blocks having Compressive Strength (40 N / Sqmm)
Providing and laying interlocking concrete block pavement ( ICBP ) conforming to IS : 15658 - 2006 including all lead and lift complete as per technical specification clause and as directed . (a)Providing and laying M - 40 grade Cement cocrete Edge block/ Edge restraints complete as per technical specification clause 1504
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 equilateral traingle
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) 60cm circular
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) 80cmm x 60 cm rectangular
Kilo Metre Stone (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)
A. Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)
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.
2m slab culvt. Earthwork in excavation of foundation structure as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and other delaterious matter dressing of sides and bottom backfilling with approved material. I)Ordinary Soil Upto 3.00m depth.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M15
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (a) Square Rubble Coursed rubble masonry( first sort )
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. RCC Grade M20
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
Drainage Spouts complete as per drawing and Technical specification
RCC Retainig Wall 'Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. (II) With dewatering, upto 3 m deoth
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. RCC Grade M20
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork RCC Grade M20, Using concrete Mixture
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M15
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
MS JAGADISHA CONSTRUCTIONS
DULAL KALITA
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .