Provn Of Civilian Community Hall Cum Recreation Centre And Guard Room At Mes Complex At Afs Bhowali Provn Of Civilian Community Hall Cum Recreation Centre And Guard Room At Mes Complex At Afs Bhowali
Tender Overview
Project Description
Provn Of Civilian Community Hall Cum Recreation Centre And Guard Room At Mes Complex At Afs Bhowali Provn Of Civilian Community Hall Cum Recreation Centre And Guard Room At Mes Complex At Afs Bhowali
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-May-2022 | certain amendments in SCH A Notes | Other | 28-May-2022 |
| 2 | 23-May-2022 | BOQ revised | BOQ | 28-May-2022 |
| 3 | 28-May-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 04-Jun-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE A PART I (BUILDING WORKS) (To be Quoted by Contractor) |
| 2 | Lump sum price worked out by the contractor for BUILDING WORKS, as listed in Sch ‘A’ Part- Ion Srl Page No. 21 of tender |
| 3 | Sch A Part II (INTERNAL ELCETRIFICATION ) |
| 4 | Lump sum price worked out by the contractor for INTERNAL ELECTRIFICATION, as listed in Sch ‘A’Part- II on Srl Page No. 17 of tender |
| 5 | Sch A Part III (INTERNAL WATER SUPPLY ) |
| 6 | Lump sum price worked out by the contractor for INTERNAL WATER SUPPLYas listed in Sch ‘A’ Part- III on Srl Page No. 18 of tender |
| 7 | Sch A Part IV (SEWAGE DISPOSAL ) |
| 8 | Lump sum price worked out by the contractor forSEWAGE DISPOSALas listed in Sch ‘A’ Part- IV on Srl Page No. 18 of tender |
| 9 | Sch A Part V (AREA DRAAINAGE) |
| 10 | Lump sum price worked out by the contractor forAREA DRAINAGE as listed in Sch ‘A’ Part-V on Srl Page No. 18 of tender |
| 11 | Sch A Part VI (EXTERNAL WATER SUPPLY) |
| 12 | Lump sum price worked out by the contractor forEXTERNAL WATER SUPPLY as listed in Sch ‘A’ Part- VI on Srl Page No. 18 of tender |
| 13 | Sch A Part VII (EXTERNAL ELECTRIFICATION) |
| 14 | Lump sum price worked out by the contractor forPCC HARD STANDING as listed in Sch ‘A’ Part- VII on Srl Page No. 18 of tender |
| 15 | Sch A Part VIII (HARD STANDING /APPROACH PATH) |
| 16 | Lump sum price worked out by the contractor forHARD STANDING /APPROACH PATH as listed in Sch ‘A’ Part- VIII on Srl Page No. 18 of tender |
| 17 | Sch A Part IX (SITE CLEARANCE AND DEVELOPMENT) |
| 18 | Lump sum price worked out by the contractor forSITE CLEARANCE AND DEVELOPMENT as listed in Sch ‘A’ Part- IX on Srl Page No. 18 of tender |
| 19 | SCHEDULE \"A\" PART X (MISCELLANEOUS ITEMS of E/MAND B/R WORKS- TO BE QUOTED BY THE CONTRACTOR) |
| 20 | M& L forRubber moulding Machine presed precastinterlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thickM-40 GRADE with grewy cement and pigmentset over sand cushioning as directed and specified by Engineer in charge |
| 21 | M & L for boring under road for laying under ground cabler for size 50 /50 mm bore GI pipe complete all as specified and directed. |
| 22 | M & L for constuction of septic tank for 10 users including necessary earth work in excavation in any type of soil, plain concrete 1:2:4 type B2 (using 40mm graded crushed aggregate) as in foundation brick work in cement mortar 1:4 , reinforced cement concrete in M-25 (Design Mix) as in slab cover including pre-cast manhole cover slab having 8 mm dia TMT bar reinforcement @7mm c/c & 6mm thick mild steel plate embedded all around of cover slab , 15mm thick plaster in cement sand mortar in 1:4 on wall, vent shaft, sludge chamber RCC baffle wall returning filling and removal etc complete all as shown on drawings & as specified.Note : - (i) Please refer Drg No HQ LKO Zone Drg No TD 217 1/2 for Excavation and earth work in ordinary soil, foundation in PCC 1:2:4 brick work in CM 1:4 including , RCC slab covers , including RCC pre cast manhole cover having 6mm plate embedded all around /fiber reinforced cover with angle iron frame vent shaft and sludge chambers. (ii)excavating materials will used to fill up the old septic tank etc complete for 10 users. |
| 23 | M & L for constuction of soakage well for 1.80 mtr dia internal dia and 3.0 m (effective depth) including necessary excavation in earth work in any of soil plain cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate ) as in foundation brick work in cement mortar 1:4 in walls and honey combed brick wall, reinforced cement concrete M-25 (disign mix) as in slab cover including pre-cast cover slab having 8mm dia TMT bar reinforced plain cement concrete band and dwarf wall, form work to sides and soffits of RCC slab and filling with brick bats loose filling and excavating material will used to fill up the old soakage well complete all specified and shown in drawing TD No-576 sheet No 1/2 and 2/2. |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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