Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹1,000 (<0.01%)Admitted-Finance H NO 198 BHELLA BARPETA ASSAM 781309 | BARPETA | BARPETA | ASSAM | 781309 | ₹3.3 Cr+₹1,000 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹3.3 Cr+₹1,000 (<0.01%)Admitted-Finance H NO 35 JAYANAGAR P O KHANAPARA P S DISPUR DIST KAMRUP M ASSAM | KAMRUP M | ASSAM | ₹3.3 Cr+₹1,000 (<0.01%) | L2 | Admitted-Finance |
| 4 | L2₹3.3 Cr+₹1,000 (<0.01%)Admitted-Finance 1ST FLOOR PRAGJYOTISHPUR MARKET BLDG G S ROAD GUWAHATI 5 ASSAM | GUWAHATI | ASSAM | ₹3.3 Cr+₹1,000 (<0.01%) | L2 | Admitted-Finance |
| 5 | L2₹3.3 Cr+₹1,000 (<0.01%)Admitted-Finance | ₹3.3 Cr+₹1,000 (<0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Najrul Islam L1 | SAGARDEV GOSWAMI L2 | ABBASUZ ZAMAN L2 | Md Fazar Ali L2 | Ramawtar Agarwala L2 | RCN Constructions Pvt Ltd L2 | Md. Jakir Hussain L2 | SI JAGAT CH. BORA L2 | Bora Electricals L2 | GUNJ ASSOCIATES L2 | Sri Pradip Kumar Nath L2 | PRABESH BARMAN L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.
(i) By Manual Means:-
B. In area of thorny jungle | 2.48 | Hect | - | - | - | - | - | - | - | - | - | - | - | - |
| 2.00 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) | 4,169.55 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - |
| 3.00 | Embankment Construction with Material Obtained from Borrow Pits (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 requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land | 20,303.73 | Cum | - | - | - | - | - | - | - | - | - | - | - | - |
| 4.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land | 2,631.69 | Cum | - | - | - | - | - | - | - | - | - | - | - | - |
| 5.00 | 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.) | 528.65 | Cum | - | - | - | - | - | - | - | - | - | - | - | - |
| 6.00 | 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.) | 1,459.8 | Cum | - | - | - | - | - | - | - | - | - | - | - | - |
| 7.00 | Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material | 924.23 | Cum | - | - | - | - | - | - | - | - | - | - | - | - |
| 8.00 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Using stone screening Type-B 11.2 mm for Gr.II (A) By Manual Means | 199.31 | Cum | - | - | - | - | - | - | - | - | - | - | - | - |
| 9.00 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means | 942.51 | Cum | - | - | - | - | - | - | - | - | - | - | - | - |
| 10.00 | Providing and laying interlocking concrete block pavement including carriage having thickness (Excluding Edge restrain) (a) 80mm as per IS 15658 2006 (Compressive strength 40N/mm sq. | 12,951.88 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹3.7 Cr
EMD Value
₹7.4 L
Closing Date
14 Sept 2020, 2:00 pmClosed
O/o the C.E. PWD (Roads), Assam, Chandmar.
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003.
SOPD_G_2020_21_01 Re-construction of Rupohi Puranigudam Chapanala road (Balance portion from Ch 11100.00 to 14410.00 m) under SOPD-G for the year 2020-21, Barhampur LAC
2020_PWD_18500_1
CE/DEV/TB/93/2020-21/3
Open Tender
Civil Works
Item Rate
270 days
Barhampur
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB
₹7.4 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari
6 Oct 2020
24 Aug 2020
15 Sept 2020
24 Aug 2020
14 Sept 2020
31 Aug 2020
27 Aug 2020 - 14 Sept 2020
31 Aug 2020
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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i) By Manual Means:- B. In area of thorny jungle
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
Embankment Construction with Material Obtained from Borrow Pits (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 requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land
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.)
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.)
Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) 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 80-100 kN 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 Grading 3 as per Technical Specification Clause 405. Using stone screening Type-B 11.2 mm for Gr.II (A) By Manual Means
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means
Providing and laying interlocking concrete block pavement including carriage having thickness (Excluding Edge restrain) (a) 80mm as per IS 15658 2006 (Compressive strength 40N/mm sq.
(C) Providing and laying Edge block/Edge restraints 300mmx300mmx150mm of (c.c) M 40 Grade including carriage as per Technical specification clause 1504.
RCC guard post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 15cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (ii) 15 cm dia with 4-12mm Tor Bar
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) 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) 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) 90 cm Octagon Sign
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)
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.
Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom, back filling in trenches with excavated suitable materials. (i) In ordinary soil (i) Up to 3 M Depth( Without dewatering)
P.C.C work in proportion 1:3:6 in foundation , abutment, piers, wing wall, etc. with hard broken stone Agg. Of size 13mm to 38mm including curing with necessary timber shuttering ,scaffolding etc. where necessary, complete as directed.
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M20
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork PCC Grade M20
Labour for laying Reinforced cement concrete pipe NP4/NP3/Prestressed concrete pipe for culvert on 1st bedding of granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation ,protection work , backfilling ,concrete and masonry works in head walls and parapets. (A) 1000mm Dia
Cost of Hume Pipe(NP-4) (A) 1000mm Dia
SAGARDEV GOSWAMI
ABBASUZ ZAMAN
Md Fazar Ali
Ramawtar Agarwala
RCN Constructions Pvt Ltd
Md. Jakir Hussain
SI JAGAT CH. BORA
Bora Electricals
GUNJ ASSOCIATES
Sri Pradip Kumar Nath
PRABESH BARMAN
stage.html
html • 0.04 MB
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
Tendernotice_1.pdf
PDF • 1.02 MB
Tendernotice_2.pdf
PDF • 1.89 MB
Tendernotice_3.pdf
PDF • 0.10 MB
BOQ_28529.xls
BOQ • 0.29 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 .