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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 CrAccepted-AOC | ₹13.3 Cr Quoted ₹1.3 Cr | L1 | Accepted-AOC Aoc awarded |
| 2 | L2₹1.3 Cr+₹23,692.85 (0.18%)Rejected-AOC KAMALABARI ROAD DULIAJAN OIL COLONY P O P S DULIAJAN DIBRUGARH PIN 786602 | DIBRUGARH | ASSAM | 786602 | ₹1.3 Cr+₹23,692.85 (0.18%) | L2 | Rejected-AOC L2 not awarded |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
5 Jun 2020, 4:00 pmClosed
Superintending Engineer, PWD, Dibrugarh Road Circl
Superintending Engineer, PWD, Dibrugarh Road Circle
Improvement of Road From Bherbheri Gaon To Kothalguri, Length - 1.00 Km under SOPD-G for the year 2019-20 Under Tinsukia, Doom Dooma and Sadiya Territorial Road Division-Tinsukia LAC.
2020_PWD_17542_2
DRC-XIII/16/98/NIT/TSK/141
Open Tender
Civil Works
Item Rate
270 days
Tinsukia
Please refer tender document
6 documents required · 6 mandatory
₹3,800
Yes
Empowered Officer ASRB, A/C No. 10566991479
₹2.7 L
Yes
4 Nov 2020
20 May 2020
6 Jun 2020
20 May 2020
5 Jun 2020
20 May 2020
20 May 2020 - 5 Jun 2020
Amount
Clearing and Grubbing road land including uprooting rank vegetation, grass, brushes, shrubs,saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used orauctioned up to lead of 1000 metres including removal and disposal oftop organic soil not exceeding 150mm thickness. (i) By Manual Means:- (A) In area of light jungle.
Loosening, Levelling and Comtpacting original ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tabbles 300.1 and 300.2 for embankment construction as per Technical Specifications Clause 301.4.1.
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.
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. (ii) for Grading -II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, habd packing, rolling with vibratory roller 8-10 tonnes in stages toproper grade and camber, applying and brooming requisite type of screening/binding material to fillup the intertices of coarse aggregate, watering and compacting to the reqd. density. A. By Manual means ii. Grading-III (c) Using Screening type B(11.2mm Agg.)
Providing and layng Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per technical specification clause 1504 including carriage.
Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
Box culverts: Excavation for Structures (Earth work in excavationof foundation of structures as per drawing and technical specification, including setting out, constructionof shoringand bracing, removalof stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (i) Ordinary soil, B Mechanical Means (b) With dewatering (ii) Depth 3 m to 6 m.
Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification PCC M-15 in Sub-structures
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork (N) Without plasticiser , ( c ) RCC Grade M 20 , Case -1 Using concrete mixer
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork (N) Without plasticiser , ( B) RCC Grade M 20 , Height upto 5 m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork (N) Without plasticiser ,A - RCC Grade Using Concrete Mixer ,(i) For solid slab super -structure,(a) Height upto 5 m
Supplying, fitting and placing TMT bar reinforcement in sub- structure complete as per drawing and technical specifications ( c) With other make ISI marked TMT rebar
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Construction of RCC railing of M30 Grade in-situ with 20 mm nominalsize aggregate, true to lineand grade, tolurenceof vertical RCC post not to exceed1 in 500, centre to centre spacingbetween vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications
Drainage Spouts complete as per drawing and Technical specification
Providing weep holes in Brick masonry/ Plain/ Reinforcedconcrete abutment, wing wall /returnwallwith 100 mm diaAC pipe,extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall completeas per drawing and Technical specification Sand
Providing and laying boulders apron on river bed for protection againstscour with stone bouldersweighingnot less than 40 kg each complete as per drawing and Technical specification.A Boulder laid dry without wire crates
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications
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 decaying farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.
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). (iii) 60 cm circular
(iv)80cmm x 60 cm rectangular
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommanded by the manufacturers with three months replacement warranty and free maintenance.
RIPAN BORAH
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