Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance NO 21 BRAMIN STREET KORATTUR CHENNAI 600080 | CHENNAI | CHENNAI | TAMIL NADU | 600080 | ₹4.4 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹5.1 LRejected-Finance | ₹5.1 L | L2 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | kvs constructions L1 | JVM Construction L2 |
|---|---|---|---|---|---|
| 1.00 | M & L Raking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of Dummy joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (dummy) shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pacing the backup rod and pouring the sealant. Thereafter filling with closed cell, medium density, cross linked polyethylene foam backup rod of 8 mm dia to complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of+/- 30% complete all as specified and directed by Engineer-in-Charge. | 150 | XRM | 1,200 ₹1.8 L | 900 ₹1.4 L |
| 2.00 | M & L Raking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of Construction joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (construction) shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris . Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant Thereafter filling with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% complete all as specified and directed by Engineer-in-Charge. | 8 | XRM | 1,300 ₹10,400 | 1,200 ₹9,600 |
| 3.00 | M & L Raking out of old existing sealant compound, back up rod and filler board of the existing joints by specia tools like racker/cutting blades/machines , widening of expansion joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (expansion) shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified , over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30% complete all as specified and directed by Engineer-in-Charge. | 8 | XRM | 2,200 ₹17,600 | 1,410 ₹11,280 |
| 4.00 | Site clearance, Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed by Engineer-in-Charge. | 244.8 | Sqm | 16 ₹3,916.80 | 150 ₹36,720 |
| 5.00 | Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer in Charge | 25.29 | Cum | 1,200 ₹30,348 | 950 ₹24,025.50 |
| 6.00 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in ,built in CM 1:6 complete all as specified and as directed by Engineer in Charge | 25.29 | Cum | 6,200 ₹1.6 L | 9,250 ₹2.3 L |
| 7.00 | Unskilled labour for daily basis removal of all vegetation, roots, grass etc using sickle, knife etc from chain link fencing/ concertina coil/ Electric fencing around the Dispersal/Security wall complete all as specified and directed by Engineer-in-Charge. | 40 | Each | 1,000 ₹40,000 | 1,500 ₹60,000 |
Updated dates
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
28 Mar 2026, 6:00 pmClosed
GE NAVY CHENNAI
GE Navy Chennai Military Engineer Services Fort St George Rajaji Salai Chennai 600 009
REPAIRS TO JOINT REPAIR AND ASSOCIATED WORKS ETC AT INAS 313 UNDER GE NAVY CHENNAI
2026_MES_754461_1
8784/E8
Open Tender
Civil Works
180 days
CHENNAI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹300
GE NAVY CHENNAI
₹10,000
Yes
30 Mar 2026
26 Feb 2026
30 Mar 2026
26 Feb 2026
28 Mar 2026
11 Mar 2026
M & L Raking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of Dummy joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (dummy) shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pacing the backup rod and pouring the sealant. Thereafter filling with closed cell, medium density, cross linked polyethylene foam backup rod of 8 mm dia to complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of+/- 30% complete all as specified and directed by Engineer-in-Charge.
M & L Raking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of Construction joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (construction) shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris . Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant Thereafter filling with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% complete all as specified and directed by Engineer-in-Charge.
M & L Raking out of old existing sealant compound, back up rod and filler board of the existing joints by specia tools like racker/cutting blades/machines , widening of expansion joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (expansion) shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified , over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30% complete all as specified and directed by Engineer-in-Charge.
Site clearance, Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed by Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer in Charge
M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in ,built in CM 1:6 complete all as specified and as directed by Engineer in Charge
Unskilled labour for daily basis removal of all vegetation, roots, grass etc using sickle, knife etc from chain link fencing/ concertina coil/ Electric fencing around the Dispersal/Security wall complete all as specified and directed by Engineer-in-Charge.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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
Tendernotice_1.pdf
PDF • 0.26 MB
BOQ_845035.xls
BOQ • 1.93 MB
8784GENERALPAGES.pdf
Tender Documents • 0.39 MB
8784PS.pdf
Tender Documents • 0.46 MB
Download all tender documents and submit your bid