Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC BARLAWGAON P O KALIAGAON DIST CHIRANG BTR ASSAM | ₹3.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 Cr+₹8.3 L (2.78%)Rejected-AOC | ₹3.1 Cr+₹8.3 L (2.78%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical reject |
Tender Value
₹3.0 Cr
EMD Value
₹6 L
Closing Date
8 Feb 2021, 2:30 pmClosed
Sri Hriday Boro
O/o the Addl. Chief Engineer cum Director, PWD,BTC
Widening and Strengthening of road from Mainamata PWD Road (Odalguri Chowk) to Oxiguri Gaon PWD Road at Burha Bridge, Assam State Govt. Goodwill Project under SOPD for the year 2020-21.
2021_BTC_20710_1
No. ACE- 91/MSLPR/GWMP/2020-21/6
Open Tender
Civil Works – Roads
Item Rate
360 days
Baksa
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,000
The Principal Secretary, BTC, Kokrajhar
₹6 L
Yes
16 Mar 2021
1 Feb 2021
8 Feb 2021
1 Feb 2021
8 Feb 2021
1 Feb 2021
1 Feb 2021 - 8 Feb 2021
Amount
Road Work: 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 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 MORTH Specification Clause 201. (I) By Manual Means (A) In area of light jungle.
Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto 1 lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202
Construction of embankment with 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.
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000 m as per Technical Specification Clause.
Construction of granular Sub Base by providing well graded material, spreading in uniform layer with by tractor with grading attachment 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.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premising the material with water at OMC in mechanical mixer (pug mill) carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100Kn weight to achieve the desired including lighting, barricading and maintenance of diversion etc. as per per Table 400.11 & 400.12 and technical specification clause 406. By Mechanical Means, 1km lead
Prime Coat I) Low porosity Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat iii) Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying bituminous macadam with hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finished to the required grade, level and alingment and rolled to achieve the desired compaction as per Technical Specification Clause 504
Semi-Dense Bitumen Concrete (Providing and laying semi-dense Bituminous concrete with 100-120 TPH batch HMP produching an average ouput of 75 tonnes per hour using crushed aggregates of specific 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 level and alignement rolling with smooth wheeled, vibratory and tendem rollers to achieved the desired compaction as per MORT&H cl. no.508.complete in all respect. B. (ii) With 60/70 or VG-30 grade bitumen for grading II (10mm nominal size)
Providing and erecting of retro-reflectorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflected sheeting vide clause 801.3 fixed over aluminium sheeting 2mm 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 level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any other approved brand) 90cm equilateral traingle
Providing and erecting of retro-reflectorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflected sheeting vide clause 801.3 fixed over aluminium sheeting 2mm 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 level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any other approved brand) 60cm equilateral traingle
Kilometre Stone Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. ii) Ordinary Kilometer stone (Precast)
Kilometre Stone Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. iii) 200th metre stone (Precast)
Providing and laying of hot applied Thermoplastic compund 2.5mm thick including reflectorising glass beds @ 250gms per gm per sqm area thickness of 2.5mm is exclusive of surface applied glass beds as per IRC :35. The finished surface to be level uniform and free from streaks and holes and conforming to the MOSTH&H specification.
Providing and fixing of road stud 100 x 100 mm die cast in aluminium resistant to corrosive of salt and grit, fitted with lense reflectors installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in as
Planting of Trees by the road side (Avenue trees) in 0.60m dia holes, 1 m deep dug in the ground mixing the soil with decayed from yard/sludge mannure, planting the saplings, backfilling the tranches watering fixing the tree guatrd and maintaining the plants for one year.
ASTROPHER BORGOYARY
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
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 .