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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹1.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹1.1 Cr+₹0.01 (<0.01%)Admitted-Finance C O OM PRAKASH AGARWALLA BANTOW PO KHELMATI PS NORTH LAKHIMPUR LAKHIMPUR PIN 787031 | LAKHIMPUR | ASSAM | 787031 | ₹1.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 4 | L2₹1.1 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹1.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 5 | L3₹1.1 Cr+₹0.05 (<0.01%)Admitted-Finance | ₹1.1 Cr+₹0.05 (<0.01%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MAA AYNA CONSTRUCTION L1 | SAMARESH DAS L2 | JIBAN CHUTIA L2 | Om Prakash Agarwalla L2 | Sri Madhurjya Saikia L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm thickness.(I) By Manual Means. A. In areas of light jungle. | 0.59 | Hect | - | - | - | - | - |
| 2.00 | Embankment Construction with Material Obtained from Borrowpits (Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301.5
(i) From private land | 7,717.07 | cum | - | - | - | - | - |
| 3.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
(i) From private land | 1,938.22 | cum | - | - | - | - | - |
| 4.00 | 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 density,complete as per cl. 401
For Grading II Material | 549.08 | cum | - | - | - | - | - |
| 5.00 | WBM Gr-3
Providing,Laying,spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including 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 / binding materials to fill-up interstices of course aggregate.watering and compacting to the required density. Grading 3 as per technical specification clouse 405.
(A) By manual means... | 256.18 | cum | - | - | - | - | - |
| 6.00 | Providing and laying shaded interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage
(a) Including Edge block/ Edge restraints | 3,415.72 | Sqm | - | - | - | - | - |
| 7.00 | CROSS DRAINAGE WORKS :- Removing all types of Hume pipes and stacking within a lead of 1000 m includingEarthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(B) Above 600 mm to 900 mm dia Hume pipe | 22.5 | Rm | - | - | - | - | - |
| 8.00 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I) Ordinary soil.
Up to 3m depth. | 62.3 | Cum | - | - | - | - | - |
| 9.00 | Providing concrete for plain/reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203.
(B) With Crushed stone. I) P.C.C. grade M 10 | 14.12 | Cum | - | - | - | - | - |
| 10.00 | Brick masonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202 & 1203.
(ii) 1:4 cement morter. | 46.57 | Cum | - | - | - | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Gol/AD19-20/01 Construction of road from Kordaiguri Ali to Dhansiripara connecting Dhansiri River site picnic Spot under Assam Darshan for the year 2019-20
2020_PWD_16002_71
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Golaghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,600
Empowered Officer, ASRB
₹2.4 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
20 Feb 2020
23 Jan 2020
6 Feb 2020
23 Jan 2020
5 Feb 2020
23 Jan 2020
23 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm thickness.(I) By Manual Means. A. In areas of light jungle.
Embankment Construction with Material Obtained from Borrowpits (Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301.5 (i) From private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (i) From private land
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 density,complete as per cl. 401 For Grading II Material
WBM Gr-3 Providing,Laying,spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including 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 / binding materials to fill-up interstices of course aggregate.watering and compacting to the required density. Grading 3 as per technical specification clouse 405. (A) By manual means...
Providing and laying shaded interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage (a) Including Edge block/ Edge restraints
CROSS DRAINAGE WORKS :- Removing all types of Hume pipes and stacking within a lead of 1000 m includingEarthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil. Up to 3m depth.
Providing concrete for plain/reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. (B) With Crushed stone. I) P.C.C. grade M 10
Brick masonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202 & 1203. (ii) 1:4 cement morter.
Providing & Laying Reinforced Cement Concrete Pipe 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 as per Clause 1106. (B)1000mm dia
Plastering with cement mortar for (1:4), 15 mm thick on brickwork in substructure as per technical specifications clause 613.4 & 1204.
RCC Box Culvert :-Removing all types of Hume pipes and stacking with all lead and lift including earthwork and dismantling of Masonary works as per Technical Specification clause 202. (b) Above 600 mm dia to 900 mm dia
Earth work in excavation for structures as per drawing and technical specification clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of side and bottom and backfilling in trenches with excavated suitable material I. Ordinary soil (i) Upto 3m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202, & 1203 A. With crushed Stone I P.C.C. grade M 10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202, & 1203 A. With crushed Stone II P.C.C. grade M 15 Nominal mix 1:2.5:5
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202, & 1203 A. With crushed Stone IV. RCC Grade M 20 Case I Using concrete mixer
Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A. With crushed Stone III. RCC Grade M20 (i) Height upto 5m Case I Using concrete mixer
Providing and laying reiforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With crushed Stone I. RCC Grade M20 (i) For nominal mix 1:2:4 (a) Height upto 5m Case I Using concrete mixer
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar.(Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in super-structure including splicing complete as per drawing and technical specifications clauses 1002, 1010 and 1202
Providing weep holes in brick masonry/ stone masonry,Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing and Technical specification.
Providing and laying Cement concrete wearing coat M30 Grade including reinforcement complete as per drawing and Technical Specifications
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 25 kg each complete as per drawing and Technical specification Clauses 1301
TRAFFIC SAFETY :- Metal Beam Crash Barrier 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 2 m centre to centre, 1.8 m high, 1.1 m below ground
A. Retro-Reflectorised Traffic Signs I. 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 Technical Specification Clause 801 (ii) 600mm equilateral traingle
A. Retro-Reflectorised Traffic Signs. 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 Technical Specification Clause 801 (iii) 600mm circular
A. Retro-Reflectorised Traffic Signs. I. 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 Technical Specification Clause 801 (vii) 900mm high octagon
Direction and Place Identification signs upto 0.90 Sqm size Board A. Retro-Reflectorised Traffic Signs I. 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 Technical Specification Clause 801
Painting Two Coats on Concrete Surfaces Providing and applying 2 coats of water based Cement paint to unplastered concrete surface after cleanig the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 Sqm.
Planting of Trees and Their Maintenance for years year (Planting of trees by the road side (Avenue trees) in 0.60m dia. Holes, 1m 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 years .
Routine maintenance for 1st Year
Routine maintenance for 2nd Year
Routine maintenance for 3rd Year
SAMARESH DAS
JIBAN CHUTIA
Om Prakash Agarwalla
Sri Madhurjya Saikia
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