Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹1.2 L (0.48%)Admitted-Finance | ₹2.6 Cr+₹1.2 L (0.48%) | L2 | Admitted-Finance |
| 3 | L3₹2.6 Cr+₹1.2 L (0.48%)Admitted-Finance | ₹2.6 Cr+₹1.2 L (0.48%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sri Laltuorpui Hmar L1 | Rangkomon Warisa L2 | Sri David Phonglo 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. By Manual Means (A) In area of non thorny jungle | 1 | Hect | - | - | - |
| 2.00 | 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) with lead upto 1000m as per Technical Specification Clause 303.1
(a) from private land | 4,860 | Cum | - | - | - |
| 3.00 | Construction of granular sub-base (GSB)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 three wheel 80-100 KN Static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. | 1,755 | Cum | - | - | - |
| 4.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming crushable screening to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density. Grading 3 as per specification clause 405
A.. By Manual Means.
(c) Using Screening Type-B (11.2mm Agg.) for Grading-III | 877.5 | Cum | - | - | - |
| 5.00 | Providing and laying sheded interlocking concrete block pavement (M40) having thickness 80mm as per drawing and Technical specification clause 1504 complete (including carriage) a) Including Edge block/ edge restraints | 11,700 | sqm | - | - | - |
| 6.00 | Construction of HP 1000 mm dia, NP3 at Ch. 95.00 m Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification clause 1104 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, backfilling with approved materials. | 168.56 | Cum | - | - | - |
| 7.00 | Plain cement concrete M 10 (1:3:6 nominal mix ) in leveling course below open foundation of Head walls as per drawing & Technical Specification Clause 1109 | 14.4 | cum | - | - | - |
| 8.00 | Bedding of pipe (B)(i) Type B (First Class) Bedding, Layingconcrete cradle bedding on well compacted sand, moorum as per Clause 1105 (ii) | 20.04 | Cum | - | - | - |
| 9.00 | Providing and laying reinforced cement concrete pipe 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. 1000 mm dia. | 40 | Metre | - | - | - |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202, 1203. A. With Crushed Stone (I)P.C.C. Grade M 20, (I) Nominal mix 1:2:4 (Hand mixed ) | 69.16 | Cum | - | - | - |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 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
Dima/AD19-20/01 Improvement of approach road to Panimur Historical Place, Waterfalls and Picnic Spot under Assam Darshan for the year 2019-20.
2020_PWD_16002_126
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
270 days
Dima Hasao
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,500
Empowered Officer, ASRB
₹5.7 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
21 Feb 2020
24 Jan 2020
6 Feb 2020
24 Jan 2020
5 Feb 2020
24 Jan 2020
24 Jan 2020 - 1 Feb 2020
28 Jan 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. By Manual Means (A) In area of non thorny jungle
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) with lead upto 1000m as per Technical Specification Clause 303.1 (a) from private land
Construction of granular sub-base (GSB)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 three wheel 80-100 KN Static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402.
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming crushable screening to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density. Grading 3 as per specification clause 405 A.. By Manual Means. (c) Using Screening Type-B (11.2mm Agg.) for Grading-III
Providing and laying sheded interlocking concrete block pavement (M40) having thickness 80mm as per drawing and Technical specification clause 1504 complete (including carriage) a) Including Edge block/ edge restraints
Construction of HP 1000 mm dia, NP3 at Ch. 95.00 m Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification clause 1104 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, backfilling with approved materials.
Plain cement concrete M 10 (1:3:6 nominal mix ) in leveling course below open foundation of Head walls as per drawing & Technical Specification Clause 1109
Bedding of pipe (B)(i) Type B (First Class) Bedding, Layingconcrete cradle bedding on well compacted sand, moorum as per Clause 1105 (ii)
Providing and laying reinforced cement concrete pipe 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. 1000 mm dia.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202, 1203. A. With Crushed Stone (I)P.C.C. Grade M 20, (I) Nominal mix 1:2:4 (Hand mixed )
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications clause 802, 804,805,806,807, 1202 & 1204. A. With Crushed Stone (I)R.C.C. Grade M 20, (I) For height upto 5m
Providing and laying of dry rubble flooring complete as per Drawing & Technical Specification clause 1303.3
Stone masonry work in cement mortar in foundation complete as per Drawing & Technical Specification clauses 702,704,1202 & 1204. III Random rubble masonry in 1:3 cement mortar
Stone masonry work in cement mortar in foundation complete as per Drawing & Technical Specification clauses 702,704,1202 & 1204. I Coursed rubble masonry (1st sort ) in 1:3 cement mortar
Filling in foundation trenches as per drawing & technical specifications clause 305.3.9 (i) Sand filling
Construction of RCC Drain Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification 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, backfillingthe excavated earth to the extend required & utilising the remaining earth locally for road work (i) In ordinary soil A. Manual means (Depth up to 3.00 m )
Loading & unloading by mechanical means (Placing tipper at loading point , loading with front end loader, dumping, turning for return trip excluding time for haulage & return trip) C. Sand/Mooram/ Flyash
Cost of Haulage excluding loading & Unloading (i) Surface road = 8.00 K.M
Pave Shoulder- Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed & laid to line & level & in panel after preparing the sub-grade including earth work in excavation as directed including labour & materials and if necessary dewatering complete C) Stone soling of thickness 150mm
Reinforcement in foundation- Supplying fitting & placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical specifications C) with other make ISI marked TMT Re-Bar
Plain/ Reinforced cement concrete in open foundation complete as per drawing & Technical Specificationincluding steel shuttering frame work. (N) Without Plasticiser C)(I) RCC Grade M-25
Plastering with cement mortar 1:3 on brick work in substructure as per Technical specification.
RCC Slab Reinforcement in foundation- Supplying fitting & placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical specifications C) with other make ISI marked TMT Re-Bar
Plain/ Reinforced cement concrete in open foundation complete as per drawing & Technical Specification including steel shuttering frame work. (N) Without Plasticiser C)(I) RCC Grade M-25
Retro reflectorised Traffic sign: Providing and fixting of Retro-Reflectrorised cautionary, mandatory & 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 thicksupported on a mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade Cement concrete 450mm x 450mm x 600mm, below ground level as per drawing and Technical Specification. clause 801 ii) 600mm Equilateral Triangle
Retro reflectorised Traffic sign: Providing and erecting direction & Place identification Retro-Reflectrorised cautionary, sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm fixed on an angle iron
Painting lines, dashes, Arrows etc. on road in two coats on new work with ready mexed road marking paint conforming to IS:164 on bituminous /concrete surface . Including cleaning the surface of all dirt,dust & other foreign matter demarcation at site & traffic control as per drawing & Technical Specification clause 1702
Road markers/ Road stud with lense Reflector Providing & fixing of road stud 100x100 mm dia cast in aluminium resistant to corrosive effect of salt & grit fitted with lense reflectors installed in concrete or asphalt surface by drilling holes 30mm upto a depth of 600mm and bedded in a suitable bituminious grout or epoxy mortar, all as per BS:873 (Part 4)1973
Planting of Trees & their Maintenance for three years Planting of trees by the road side ( Avenue Trees) in 0.60m dia Holes 1.00m deep dug in the ground mixing the soil with decayed farm yard, sludge manure,planting the saplings, backfilling the trenches ,watering , fixing the tree guard and mainting the plants for three years.
Surface Drain in soil- Construction of unlined surface drain of average cross section area 0.40sqm. In soil to specified lines, grades, levels & dimensions. Excavated materials to be used in embankment with a lift upto 3.00m & lead uoto 50m (average lead 25m) as per Technical Specification Clause 307 A) manual means
Routine maintenance for 1st year
Routine maintenance for 2nd year
Routine maintenance for 3rd year
Rangkomon Warisa
Sri David Phonglo
stage.html
html • 0.03 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 • 7.87 MB
Tendernotice_2.pdf
PDF • 0.46 MB
Tendernotice_3.pdf
PDF • 0.05 MB
BOQ_24449.xls
BOQ • 0.25 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 .