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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC NAMALPUR CITY TOWN CHIRANG P O P S CHIRANG DISTRICT CHIRANG PIN 783373 | CHIRANG | ASSAM | 783373 | ₹50.0 L | L1 | Accepted-AOC L1 |
| 2 | L1₹50.0 LRejected-AOC BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹50.0 L | L1 | Rejected-AOC L1 |
| 3 | L2₹50.5 L+₹48,095 (0.96%)Rejected-AOC ASSAM AS | KAMRUP | ASSAM | 781030 | ₹50.5 L+₹48,095 (0.96%) | L2 | Rejected-AOC L2 |
Tender Value
₹50.0 L
EMD Value
₹1 L
Closing Date
30 Jun 2023, 1:30 pmClosed
the Addl. Chief Engineer, PWD
O/o the Addl. Chief Engineer, PWD
Repairing and Improvement of Black Top road from NH 27th to Maniram Ray house (Near Forest Bit Office Sundari) from Ch. 0.00Km to 2.50Km (Length- 1.50Km) under SOPD, BTC for the year 2022-23 of Chirang District.Pkg No.TN_14_1
2023_BTC_31141_1
No. ACE- 05/CHN/IFB/2018-19/513
Open Tender
Civil Works – Roads
Item Rate
180 days
chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹1 L
Yes
O/o the Addl. Chief Engineer, PWD
26 Jul 2023
9 Jun 2023
30 Jun 2023
9 Jun 2023
30 Jun 2023
9 Jun 2023
9 Jun 2023 - 26 Jun 2023
26 Jun 2023
Amount
Clearing and grubbing road land including up rooting 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
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller 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 3 as per Technical Specification Clause 405 (A) By Manual Means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.9-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502 iii) Medium Porosity
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. B. (ii) for Grading II (10 mm nominal size)
(I) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 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 approved drawing and Technical Specification Clause 1701
Providing and fixing of retro-reflectorised cautionary, mandatory and 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 thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701 (ii) 60 cm equilateral tringle
(iii) 60 cm circular
(vi) 60cm x 60 cm square
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)
iii) 200 m stone (precast)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: 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
TAMESWAR BASUMATARY
Jamidar Narzary
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