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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.6 LAccepted-AOC ASSAM AS | NAGAON | ASSAM | 782136 | ₹58.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹58.8 L+₹19,559.04 (0.33%)Rejected-AOC C O CHABIN BASUMATARY VILL GORUMARA P O KHAMARDWISA P S SIMLA DIST BAKSA PIN 781330 | GORUMARA | BAKSA | ASSAM | 781330 | ₹58.8 L+₹19,559.04 (0.33%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical reject |
Tender Value
₹58.6 L
EMD Value
₹1.2 L
Closing Date
30 Mar 2024, 1:30 pmClosed
the Addl. Chief Engineer, PWD, BTC
O/o the Addl. Chief Engineer, PWD, BTC
Construction of 10 m Span Slab Culvert at Baraliapar near Ramila Rice Mill under Grants to BTC for Infrastructure Dev. Fund for the financial year 2023-24. TN_90_24
2024_BTC_37273_1
No. 125/ACE/NIT/Infra/BTC/2022-23
Open Tender
Civil Works – Roads
Item Rate
180 days
baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,200
₹1.2 L
Yes
8 Jul 2024
15 Mar 2024
30 Mar 2024
15 Mar 2024
30 Mar 2024
15 Mar 2024
15 Mar 2024 - 30 Mar 2024
Amount
1. CD WORKS Slab Culvert of 10.00 M Span, 1 No. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone I. PCC grade M10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone III. PCC grade M20 Nominal mix 1:2:4
Providing and laying reinforced cement concrete in superstructure as per drawings and technical specifications Clause 802, 1205.4 and 1205.5 A. With Crushed Stone i) R.C.C Grade M 20 i) For Nominal mix (1:2:4) a) Height upto 5 M
Drainage spouts complete as per drawing and technical specifications Clause 1209.
Filler Joint iv. Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With crushed stone
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
2.5 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I. By Manual Means (b) Cement Concrete
© Reinforced cement concrete
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 (a) From 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.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Retro-reflectorised Traffic Signs 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 m x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 900mm equilateral triangle
RAJESH BASUMATARY
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