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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.4 Cr+₹2.9 L (2.09%)Rejected-Finance VILL GOYBARI P O P S DOTMA DIST KOKRAJHAR BTC ASSAM | DOTMA | KOKRAJHAR | ASSAM | ₹1.4 Cr+₹2.9 L (2.09%) | L2 | Rejected-Finance L2 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
30 Nov 2018, 3:00 pmClosed
SE, PWD (R and B), Circle, Kokrajhar
O/O The SE, PWD (R and B), Circle, Kokrajhar
Construction of Uttarpara Garua Ashram Road under SOPD for the year 2018-19. (Providing ICBP)
2018_BoTC_9341_1
TN-220/4
Open Tender
Civil Works
Item Rate
180 days
Barama
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,700
Principal Secretary, BTC, Kokrajhar
₹2.5 L
Yes
24 Jan 2022
5 Nov 2018
1 Dec 2018
5 Nov 2018
30 Nov 2018
5 Nov 2018
Amount
Clearing groubbing Road land including uprooting revelation grass, brushes, surbs, sapings and tree girh upto 300mm removal stumps of trees cocurfer and disposal of unservicible materials and staking of servicable matarials to be used auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150m thickness. (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 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5 (I) Private land
Construction of sub-grade and earthen shoulder Construction of sub-grade and earthen shoulder with approved materials 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 a lead upto 1000m as per tech. Specification cl no. 301.1 (I) Private land.
Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. (ii) For grading II Material
WBM Grading : 3 Using stone screening type A 13.2mm for grade 3:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and chamber. Applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate. watering and compacting to the required destiny grading 3 as per technical specification Clause 405 (a) By manuals means
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
Trafic Sign A Retro-Reflectorised Signs (i) Proving and erecting direction and place identityfiction retro reflectrorised sign as per IRC:67 made of encapsulted lens type reflected sheeting, vide Clause 1701.2.3 fixed over Alluminium type sheeting 2mm thick with area not exceeding 0.9 sqm. supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 450X450X600mm, 600mm below groubnd level as per approved drawing and technical specification Clause 1701.
Trafic Sign A Retro-Reflectorised Signs 1 Proving and fixing of Retro-Reflectorised cautionary, mantotary and informatory sign as per ITC:67 made of encapsulted lens type reflected sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property design foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below groubnd level as per drawing and technical specification Clause 801 II) 60cm equilateral triangle
Single Bamboo Palisading/walling of Whole 2nd class bamboo (Jati or bethua) 75mm dia and closely packed and driven including fitting and fixing with half bamboo kamis horizontally in three rows with cane or tying wire complete and struts 1.5mm apart longitudinally and proving brush wood as per drawing and technical specification Clause 1302.5 (A) Driven at least 900mm below ground and 1200mm above ground
Earth Work in excavation for structure as per drawing and technical Specification Clause 305.1 including setting out, construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto lead of 50m dressing of sides and bottom and back felling in trenches with excavated suiteable material (I) Ordinary soil (Upto 3mm depth)
Providing concrete for plain reinforced concrete in open foundations complete as per drawing and technical specification Clause 802.803.1202 and 1203. (A) With Crushed Stone (I) PCC Grade M-10 Nominial mix 1:3:6
Bedding for Pipe Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
Providing Concrete for Plain/reinforced in sub structure as per drawing and technical specification Clause 802,803, 1202 and 1203. (A) With Crushed Stone (III) PCC Grade M-20
Plastering Plastering with Cement mortar (1:4) 15mm thick on brick work in substructure as per technical specification Rate.
Providing and laying cement concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP4 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, back filling concrete & masionary works in head walls and paraptes class 1106. 1000mm dia
Prandhan Brahma
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