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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹3,086.20 (<0.01%)Admitted-Finance KOCHGAON CITY TOWN GOLAGHAT P O FURKATING P S GOLAGHAT DISTRICT GOLAGHAT PIN 785610 | GOLAGHAT | ASSAM | 785610 | ₹3.9 Cr+₹3,086.20 (<0.01%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Rantu Boruah L2 | SRI PURNAKANTA HAZARIKA L1 |
|---|---|---|---|---|---|
| 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.
i) By Manual Means
A) In area of non-thorny jungle . | 2.33 | Hect. | 48,192.58 ₹1,12,288.71 Lowest | 80,000 ₹1,86,400 |
| 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
(i) Private Land | 13,543.64 | Cum | 260.58 ₹35,29,201.71 | 120 ₹16,25,236.8 Lowest |
| 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.
(i) Private Land | 3,476.3 | Cum | 323.52 ₹11,24,652.58 | 130 ₹4,51,919 Lowest |
| 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.
(A) By Mix in Place Method | 2,245.07 | Cum | 3,052.7 ₹68,53,525.19 | 2,550 ₹57,24,928.5 Lowest |
| 5.00 | WBM Gr-III 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. | 1,347.04 | Cum | 3,606.18 ₹48,57,668.71 Lowest | 5,145 ₹69,30,520.8 |
| 6.00 | Inter locking concrete Block pavement
A) Interlocking pavement block
Providing and laying interlocking concrete block
pavement (M40) having thickness 80mm as per technical
specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | 17,960.63 | Sqm | 1,038.13 ₹1,86,45,468.82 Lowest | 1,100 ₹1,97,56,693 |
| 7.00 | Kilometer Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause
1703
ii) Ordinary Kilometer Stone (Precast) | 5 | Each | 2,391.53 ₹11,957.65 Lowest | 5,000 ₹25,000 |
| 8.00 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
ii) 600mm equilateral triangle | 10 | Each | 4,207.44 ₹42,074.4 Lowest | 4,300 ₹43,000 |
| 9.00 | 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. | 100 | Each | 745.8 ₹74,580 Lowest | 1,000 ₹1,00,000 |
| 10.00 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | 24,002.17 ₹24,002.17 Lowest | 27,000 ₹27,000 |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
3 Feb 2021, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari, Guwahati, 7810
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
SOPD_G_20_21_191 Construction of Chang Khati Ratanpur Road (BOP Approach Road) (From Ch. 0.00 to 4650.00m), L-4.65 km under SOPD-G for the year 2020-21, Golaghat LAC
2021_PWD_20331_1
CE/DEV/TB/93/2020-21/38
Open Tender
Civil Works
Item Rate
270 days
Golaghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹7.8 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
24 Feb 2021
22 Jan 2021
3 Feb 2021
22 Jan 2021
3 Feb 2021
25 Jan 2021
22 Jan 2021 - 3 Feb 2021
23 Jan 2021
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. i) By Manual Means A) In area of non-thorny jungle .
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 (i) Private Land
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. (i) Private Land
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. (A) By Mix in Place Method
WBM Gr-III 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.
Inter locking concrete Block pavement A) Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Kilometer Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm equilateral triangle
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.
Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203 Face Wall in Foundation
Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
Providing & 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 masonary works in head walls and parapets Clause 1106. 1000mm dia Pipe
Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structures as per Technical specification.
Construction of Subgrade and Earthen shoulders with approved materials (minimum CBR value 6) obtained from borrow pits with all Lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000 m as per Technical specification clause 303.1
Filling in foundation trenches as per drawing & technical specification vide clause 305.3.9 specification of Rural Road including lighting, guarding barricading etc complete (Sand fiiling)
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Cement mortar
Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . I) Ordinary Soil (i) Upto 3m.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Bedding for pipe. II) Type – B (1st class bedding) ii) Granular material
Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203 Face Wall in Foundation
Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. (B) 600m dia
Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structures as per Technical specification.
Filling in foundation trenches as per drawing & technical specification vide clause 305.3.9 specification of Rural Road including lighting, guarding barricading etc complete (Sand fiiling)
Construction of Subgrade and Earthen shoulders with approved materials (minimum CBR value 6) obtained from borrow pits with all Lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000 m as per Technical specification clause 303.1
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