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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC 184 TENGPUNA PULWAMA PULWAMA PULWAMA JAMMU KASHMIR 192301 UDYAM JK 15 0009999 | PULWAMA | JAMMU AND KASHMIR | 192301 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹30.9 L+₹1.8 L (6.35%)Rejected-Finance | L2 | Rejected-Finance NOT BEING L1 | |
| 3 | L3₹33.3 L+₹4.3 L (14.9%)Rejected-Finance | L3 | Rejected-Finance NOT BEING L1 | |
| 4 | L4₹33.4 L+₹4.4 L (15.2%)Rejected-Finance MALANCHA ROAD KHARAGPUR 721304 DIST WEST MIDNAPORE WEST BENGAL | KHARAGPUR | WEST MIDNAPORE | WEST BENGAL | 721304 | L4 | Rejected-Finance NOT BEING L1 | |
| 5 | L5₹35.8 L+₹6.8 L (23.4%)Rejected-Finance JAIN BUILDING KHARIDA MAIN ROAD KHARAGPUR 721301 WB | MEDINIPUR WEST | WEST BENGAL | 721301 | L5 | Rejected-Finance NOT BEING L1 |
| Sl No | Description | Qty | Unit | Guru Charan Mahata L6 | T K Construction L4 | CLASSIC CONSTRUCTION AND SUPPLIERS L3 | M/S Jamuna Traders L7 | M/S BASHIR AHMAD AND SONS L1 | Palak Infracon L5 | INDIA TRADE ENGINEERING L2 | M/S. CONCO CONSTRUCTION L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for racking out of old existing joint sealant compound (Any type and any sealant compound) and back up rod of the existing joints by special tools like cutting blades/machines, widening of 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 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 filled with closed cell, medium density, cross linked polyethylene foam backup rod of suitable size for complete length of the joint for the joint width 6 to 10 mm, over it to be 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.
Note: - (i) Minimum depth of sealant will be as per respective manufacturers instruction. Sealant and primer will be of same make.
(ii) Masking tape will be used to avoid accidental seepage/spreading of sealant.
(iii) Bidders attention is invited to the depth of pavement joint required to be cut,in case of extra cutting biderrs needs to make good with suitable filler as directed by Engr-In-Charge/Manufacturer at his own cost.
(iv) Filling of joints to be done 2 to3 mm recessed during summer and in winter it should be filled up to top up.
(v) Fly wheel,spatula,triangular pallet Knife etc. to be used to maintain the recess and to give aesthetics. | 3.65 | 10RM | 610 ₹2,226.5 Lowest | 1,250 ₹4,562.5 | 1,100 ₹4,015 | 1,750 ₹6,387.5 | 1,500 ₹5,475 | 1,551.19 ₹5,661.84 | 961 ₹3,507.65 | 1,700 ₹6,205 |
| 2.00 | All as per item No 1.00 here-in-before but, size of joint is 11 to 15 mm wide complete all as specified and as directed. | 400 | 10RM | 765 ₹3,06,000 Lowest | 1,575 ₹6,30,000 | 1,400 ₹5,60,000 | 1,800 ₹7,20,000 | 1,200 ₹4,80,000 | 1,700 ₹6,80,000 | 1,147 ₹4,58,800 | 3,000 ₹12,00,000 |
| 3.00 | All as per item No 1.00 here-in-before but, size of joint is 16 to 20 mm wide complete all as specified and as directed. | 500 | 10RM | 825 ₹4,12,500 Lowest | 1,775 ₹8,87,500 | 1,769.62 ₹8,84,810 | 2,050 ₹10,25,000 | 1,500 ₹7,50,000 | 1,840 ₹9,20,000 | 1,365 ₹6,82,500 | 4,000 ₹20,00,000 |
| 4.00 | M & L for racking out of old existing joint sealant compound (Any type and any sealant compound) and back up rod of the existing joints by special tools like cutting blades/machines, widening of 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 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 filled with closed cell, medium density, cross linked polyethylene foam backup rod of suitable size for complete length of the joint for the joint width 21 to 25 mm, over it to be 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.
Note: - (i) Minimum depth of sealant will be as per respective manufacturers instruction. Sealant and primer will be of same make.
(ii) Masking tape will be used to avoid accidental seepage/spreading of sealant.
(iii) Bidders attention is invited to the depth of pavement joint required to be cut,in case of extra cutting biderrs needs to make good with suitable filler as directed by Engr-In-Charge/Manufacturer at his own cost.
(iv) Filling of joints to be done 2 to3 mm recessed during summer and in winter it should be filled up to top up.
(v) Fly wheel,spatula,triangular pallet Knife etc. to be used to maintain the recess and to give aesthetics. | 705 | 10RM | 910 ₹6,41,550 Lowest | 1,950 ₹13,74,750 | 1,905 ₹13,43,025 | 2,230 ₹15,72,150 | 1,650 ₹11,63,250 | 2,000 ₹14,10,000 | 2,300 ₹16,21,500 | 5,000 ₹35,25,000 |
| 5.00 | All as per item No 4.00 here-in-before but, size of joint is 26 to 30 mm wide complete all as specified and as directed. | 80 | 10RM | 1,200 ₹96,000 Lowest | 2,890 ₹2,31,200 | 2,250 ₹1,80,000 | 3,120 ₹2,49,600 | 1,900 ₹1,52,000 | 2,500 ₹2,00,000 | 2,100 ₹1,68,000 | 5,400 ₹4,32,000 |
| 6.00 | Repair to broken spalled edges of joints pot holes etc of existing concrete slab by forming square/rectangular grooves with diamond/Machine cutter wider towards bottom to from key with the existing quality concrete cleaning / dusting the grooves using compressed air to remove all dust and dirt by air blower and repairing with Epoxy mortar after applying epoxy primer and applying one coat of Epoxy resin (Base & hardner, Ratio 2:1) over epoxy mortor, finished complete all as manufacturer's instructions and as directed . | 250 | 1000 Cu CM | 7,800 ₹19,50,000 | 499 ₹1,24,750 | 450 ₹1,12,500 | 1,500 ₹3,75,000 | 500 ₹1,25,000 | 800 ₹2,00,000 | 403 ₹1,00,750 Lowest | 800 ₹2,00,000 |
| 7.00 | S & F in repair sign board (Double sided)of size 400mmx600mm made with aluminium frame of size 50.80x25.40x1.70mm (jindal) including 6mm thick ACP sheet (1st quality) with EPDM gasket, colour rectro highly reflective radium sticker including capital letter and marking (design marking letters and background colour as per direction of Engineer in charge) and aluminium "A" section for support of 2 Nos PVC pipe 50mm dia for leg and aluminium "L" section of size 50x50mm and aluminium claimp 6mm thick flat strip 50mm wide with nut and bolt complete all as specified and directed by Engineer-in -charge.(Make: as per sample) | 25 | Each Job | 21,500 ₹5,37,500 | 3,500 ₹87,500 | 10,000 ₹2,50,000 | 6,000 ₹1,50,000 | 9,000 ₹2,25,000 | 6,500 ₹1,62,500 | 2,000 ₹50,000 Lowest | 17,000 ₹4,25,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
17 Jun 2025, 6:00 pmClosed
Major MK Yadav, GE
GE (AF) Kalaikunda PO Kalaikunda Air Field Dist Paschim Medinipore State West Bengal Pin 721303
REPAIRS TO JOINT FILLING, SLABS, RUNWAY SIGNAGE BOARD AND OTHER CONNECTED WORKS AT MAIN TAXI TRACK AND CERTAIN OTHER AIRCRAFT MOVEMENT AREA AT AF STN KALAIKUNDA UNDER GE (AF) KALAIKUNDA
2025_MES_708970_1
C/8116/E8
Open Tender
Civil Works
Item Rate
180 days
AF STN KALAIKUNDA
Class D Category a(i)
7 documents required · 7 mandatory
₹500
GE AF KALAIKUNDA
₹90,000
Yes
14 Aug 2025
19 May 2025
20 Jun 2025
19 May 2025
17 Jun 2025
3 Jun 2025
Amount
M & L for racking out of old existing joint sealant compound (Any type and any sealant compound) and back up rod of the existing joints by special tools like cutting blades/machines, widening of 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 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 filled with closed cell, medium density, cross linked polyethylene foam backup rod of suitable size for complete length of the joint for the joint width 6 to 10 mm, over it to be 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. Note: - (i) Minimum depth of sealant will be as per respective manufacturers instruction. Sealant and primer will be of same make. (ii) Masking tape will be used to avoid accidental seepage/spreading of sealant. (iii) Bidders attention is invited to the depth of pavement joint required to be cut,in case of extra cutting biderrs needs to make good with suitable filler as directed by Engr-In-Charge/Manufacturer at his own cost. (iv) Filling of joints to be done 2 to3 mm recessed during summer and in winter it should be filled up to top up. (v) Fly wheel,spatula,triangular pallet Knife etc. to be used to maintain the recess and to give aesthetics.
All as per item No 1.00 here-in-before but, size of joint is 11 to 15 mm wide complete all as specified and as directed.
All as per item No 1.00 here-in-before but, size of joint is 16 to 20 mm wide complete all as specified and as directed.
M & L for racking out of old existing joint sealant compound (Any type and any sealant compound) and back up rod of the existing joints by special tools like cutting blades/machines, widening of 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 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 filled with closed cell, medium density, cross linked polyethylene foam backup rod of suitable size for complete length of the joint for the joint width 21 to 25 mm, over it to be 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. Note: - (i) Minimum depth of sealant will be as per respective manufacturers instruction. Sealant and primer will be of same make. (ii) Masking tape will be used to avoid accidental seepage/spreading of sealant. (iii) Bidders attention is invited to the depth of pavement joint required to be cut,in case of extra cutting biderrs needs to make good with suitable filler as directed by Engr-In-Charge/Manufacturer at his own cost. (iv) Filling of joints to be done 2 to3 mm recessed during summer and in winter it should be filled up to top up. (v) Fly wheel,spatula,triangular pallet Knife etc. to be used to maintain the recess and to give aesthetics.
All as per item No 4.00 here-in-before but, size of joint is 26 to 30 mm wide complete all as specified and as directed.
Repair to broken spalled edges of joints pot holes etc of existing concrete slab by forming square/rectangular grooves with diamond/Machine cutter wider towards bottom to from key with the existing quality concrete cleaning / dusting the grooves using compressed air to remove all dust and dirt by air blower and repairing with Epoxy mortar after applying epoxy primer and applying one coat of Epoxy resin (Base & hardner, Ratio 2:1) over epoxy mortor, finished complete all as manufacturer's instructions and as directed .
S & F in repair sign board (Double sided)of size 400mmx600mm made with aluminium frame of size 50.80x25.40x1.70mm (jindal) including 6mm thick ACP sheet (1st quality) with EPDM gasket, colour rectro highly reflective radium sticker including capital letter and marking (design marking letters and background colour as per direction of Engineer in charge) and aluminium "A" section for support of 2 Nos PVC pipe 50mm dia for leg and aluminium "L" section of size 50x50mm and aluminium claimp 6mm thick flat strip 50mm wide with nut and bolt complete all as specified and directed by Engineer-in -charge.(Make: as per sample)
INDIA TRADE ENGINEERING (BID ID -3325982)
CLASSIC CONSTRUCTION AND SUPPLIERS (BID ID -3316699)
T K Construction (BID ID -3315878)
Palak Infracon (BID ID -3318880)
Guru Charan Mahata (BID ID -3314865)
M/S Jamuna Traders (BID ID -3317030)
M/S. CONCO CONSTRUCTION (BID ID -3326457)
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