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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.2 CrAdmitted-Finance BAKUAJARI TIHU PO BAKUAJARI PS TIHU DIST NALBARI PIN 781340 | NALBARI | ASSAM | 781340 | ₹1.2 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 4 | L1₹1.2 CrAdmitted-Finance MALIKUCHI P O BIDYAPUR P S NALBARI DIST NALBARI ASSAM PIN 781335 | NALBARI | ASSAM | 781335 | ₹1.2 Cr | L1 | Admitted-Finance |
| 5 | L2₹1.2 Cr+₹1,215.21 (0.01%)Admitted-Finance | ₹1.2 Cr+₹1,215.21 (0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Anjan Deka L1 | Md. Sarif Ali L1 | JAGADISH BARUAH L1 | APURBA BEZBARUAH L1 | SANJIT DEKA L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing of road land including uprooting wild vegetation ,grass ,bushes ,shurbs ,sapling and trees of girth up to 300 mm ,removal of stumps of such trees cut earlier and diposal of unservicible material and stacking of servicible material to be used or auctioned ,up to a lead of 1000 m as per Technical Specification Clause 201.i)By Manual Means. | 0.88 | 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 | 3,178.39 | 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 2,628.08 | Cum | - | - | - | - | - |
| 4.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(with an initial lead of 5Km)i) for Gr. II material | 774.56 | Cum | - | - | - | - | - |
| 5.00 | 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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.Gr III | 387.28 | Cum | - | - | - | - | - |
| 6.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(including cost of edge restrain wall) | 6,693.75 | Sqm | - | - | - | - | - |
| 7.00 | Providing and laying Coloured inter locking concrete block pavement having thickness 80mm as per thchnical specification clause 1504. (Including cost of edge restrain wall ) | 2,476 | Sqm | - | - | - | - | - |
| 8.00 | 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.) | 180 | Meter | - | - | - | - | - |
| 9.00 | Excavation for roadway in soil using manual means , where there is a situation where the cross section is of cut and fill and using cut earth in the embankment in the immediate vicinity. | 17.68 | cum | - | - | - | - | - |
| 10.00 | Laying 1st class bedding on well completed sand moorum or approved granular materials as per clause 1105 | 4.28 | cum | - | - | - | - | - |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 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
Nal/AD/19-20/03 Construction of road from Tihu Akhra Road to Jaiharipitar Than (Historic Place) Sathikuchi
2020_PWD_16002_167
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Nalbari
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,000
Empowered Officer, ASRB
₹2.6 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
22 Feb 2020
27 Jan 2020
6 Feb 2020
27 Jan 2020
5 Feb 2020
27 Jan 2020
27 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and grubbing of road land including uprooting wild vegetation ,grass ,bushes ,shurbs ,sapling and trees of girth up to 300 mm ,removal of stumps of such trees cut earlier and diposal of unservicible material and stacking of servicible material to be used or auctioned ,up to a lead of 1000 m as per Technical Specification Clause 201.i)By Manual Means.
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
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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(with an initial lead of 5Km)i) for Gr. 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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.Gr III
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(including cost of edge restrain wall)
Providing and laying Coloured inter locking concrete block pavement having thickness 80mm as per thchnical specification clause 1504. (Including cost of edge restrain wall )
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.)
Excavation for roadway in soil using manual means , where there is a situation where the cross section is of cut and fill and using cut earth in the embankment in the immediate vicinity.
Laying 1st class bedding on well completed sand moorum or approved granular materials as per clause 1105
Plain cement concrete M-10(1:3:6 mix ) in levelling course below open foundation of …………
Providing brick masonry in cement mortar for foundation complete as per drawing & Technical specification clause 600,1202 and 1203 . Brick masonry in 1:4 cement mortar.
Providing and laying reinforce cement concrete pipe Np-3 (1000 mm dia)
Plastering with cement morter (1:4) 15mm thick on brickwork in substructure as per technical Specification
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801ii)60 cm equilateral traingle
80cmX60 cm rectangular
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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.
Ist year Maintenance cost
2nd year Maintenance cost
3rd year Maintenance cost
Md. Sarif Ali
JAGADISH BARUAH
APURBA BEZBARUAH
SANJIT DEKA
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