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Tender For Additional /Alternator And Strengthening Of Retaining Wall Between Blg No P 176 And P 180 In Joshimath Under Ge 871 Ews, joshimath-Uttarakhand

Military Engineer Services-MES has published Tender For Additional /Alternator And Strengthening Of Retaining Wall Between Blg No P 176 And P 180 In Joshimath Under Ge 871 Ews. Submission Date for this Tender is 11-09-2023. Wall construction Tenders in joshimath Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

39018282
Corrigendum : Tender For Additional /Alternator And Strengthening Of Retaining Wall Between Blg No P 176 And P 180 In Joshimath Under Ge 871 Ews
Limitted
Indian
Uttarakhand
joshimath
11-09-2023

Tender Details

Tender For additional /alternator And Strengthening Of Retaining Wall Between Blg No P 176 And P 180 In Joshimath Under Ge 871 Ews

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 19-Aug-2023 Date Corrigendum Date 02-09-2023
2 25-Aug-2023 revised critical dates Date 04-09-2023
3 25-Aug-2023 Revised BOQ BOQ 04-09-2023
4 26-Aug-2023 DRG Other 04-09-2023
5 26-Aug-2023 Drawing Other 04-09-2023
6 04-Sep-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 11-09-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 95200.0 /-
Tender Value
INR 47.56 Lakhs /-

BOQ Items

NAME OF WORK: ADDN/ALTN AND STRENGTHENING OF RETAINING WALL BETWEEN BLG NO P-176 AND P-180 IN JOSHIMATH UNDER GE 871 EWS.
Sl. No. Item Description
1Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) all as specified and directed
2Demolition of stone boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
3M&L PCC 1:3:6 type C2, using 40mm graded stone aggregate as in Cement concrete as in walls, any thickness, size or shape including boundary walls complete all as specified and directed by Engineer-in-Charge.
4M&L for RCC 1:11/2:3 (using 20mm graded aggregate) nominal mix as in slabs supported on walls, beams and columns in floors, deck slabs and in in shelves and the like complete all as specified and directed.
5S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
6M&L PCC 1:4:8 type D2, using 40mm graded stone aggregate as in Cement concrete in foundations filling and mass concrete complete all as specified.
7M&L walling of random rubble masonry uncoursed well bonded and solidly hearted built in CM 1:6 complete all as specified.
8All as per item No 7 but except stones complete all as specified.
9S/F 110 mm dia PVC (SWR) pipes single socketed fixed in walls and floors or trenches etc. as in weep holes of retaining wall complete all as specified.
10M&L PCC 1:2:4 type B-0 (using 12.50 mm graded stone aggregate) as in coping including formed work complete all as specified.
11M&L hand packing broken stone or boulders (any thickness) at back of walls over arches andraising (or lowering) to the required level complete all as specified
12M & L for 100 mm thick cement concrete 1:4:8 type D-2 (using 40 mm graded aggregate) as in base/floors and finishing surfaces of concrete in sub-floors, sub-bases, etc complete all as specified and directed.
13M & L for PCC 1:2:4 type B1 (using 20 mm graded aggregate) as in surface channels and drains complete all as specified and directed.
14Raking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to courses masonry built in cement mortar all as directed by Engineer-in-Charge.
15M&L cement mortar 1:3 raised pointing to randam or polygonal rubble uncoursed or brought upto courses complete all as specified.
16M&L applying two coats of Exterior Emulsion paint over one coat of primer all as directed by Engineer-in-Charge.
17Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and directed
18Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical rough finished all as directed by Engineer-in-Charge.
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