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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L1₹78.7 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 3 | L1₹78.7 LRejected-AOC MATIFATA HOUSE NO 59 FAKIRGANJ P O RAVATARY P S FAKIRGANJ DIST DHUBRI PIN 783330 | DHUBRI | ASSAM | 783330 | L1 | Rejected-AOC L1 | |
| 4 | L1₹78.7 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 5 | L1₹78.7 LRejected-AOC | L1 | Rejected-AOC L1 |
Tender Value
₹82.8 L
EMD Value
₹1.7 L
Closing Date
11 Jul 2022, 2:00 pmClosed
Superintending Engineer
O/O Superintending Engineer, PWD Goalpara and South Salmara Road Circle, Goalpara
Restoration of flood damage road from Chatla to Surjyomoni Bazar PMGSY Package No. AS-05-149 under SDRF for the year 2021-22. Package No. SDRF_GSSRC_09
2022_PWD_26027_1
SE(GSSC)/TB-01/NIT/2021/33 dated 20.06.2022
Open Tender
Civil Works – Roads
Item Rate
180 days
South Salmara LAC
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,700
₹1.7 L
Yes
19 Sept 2022
22 Jun 2022
12 Jul 2022
22 Jun 2022
11 Jul 2022
22 Jun 2022
Amount
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. 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. 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.For Grading II Material
Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes, compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
Making 120mm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete.
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 a mild steel angle iron post 75 mm x 75 mm x 6 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 drawings and Technical Specification Clause 801. 800mm x 600mm rectangular.
SMTI. CHAMPA BASUMATARY
Alimuddin Mondal
Sheak Rofikul Islam
Nozrul Islam
Giyas Uddin Ahmed
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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