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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST AND ACCEPTABLE | |
| 2 | L2₹43.9 L+₹1.8 L (4.19%)Rejected-Finance 1 SADHANA SOCIETY DEV BAUG DEVBAUG BHAVNAGAR GUJARAT 364001 | BHAVNAGAR | GUJARAT | 364001 | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹45.5 L+₹3.3 L (7.83%)Rejected-Finance 77 KAILASH PURI BIKANER RAJ C 15 SWC JAIPUR | BIKANER | RAJASTHAN | 331801 | L3 | Rejected-Finance Being not lowest | |
| 4 | L4₹46.6 L+₹4.4 L (10.5%)Rejected-Finance MAHAVEER NAGAR BARMER RAJASTHAN 344001 MAHAVEER NAGAR BARMER RAJASTHAN 344001 | BARMER | RAJASTHAN | 344001 | L4 | Rejected-Finance Being not lowest | |
| 5 | L5₹46.9 L+₹4.8 L (11.3%)Rejected-Finance | L5 | Rejected-Finance Being not lowest |
| Sl No | Description | Qty | Unit | KRISHNA CONSTRUCTION COMPANY L2 | M/s Sati Jasnath Enterprises L4 | M/S SOLANKI GENERAL SUPPLIERS L3 | D DEV COMPANY L5 | MAHINDRA WORLD L1 | JANGID BUILDERS L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for cleaning and Racking out of old expansion joint of any length, 20 mm to 30 mm wide and 45 mm to 55 mm deep of existing sealant compound, back up rod and filler board of the existing joints by special tools like chisel, hammer, L type hook, racker/cutting blades/machines, widening of joints 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 placing the backup rod 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 to 40mm dia for complete length of the joint. Finally filled with pitch free grey polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% minimum depth of sealent above de bonding strip shall be 10-15mm and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed. | 600 | Ten RM | 1,400 ₹8,40,000 | 1,100 ₹6,60,000 Lowest | 1,247 ₹7,48,200 | 1,800 ₹10,80,000 | 1,295 ₹7,77,000 | 1,300 ₹7,80,000 |
| 2.00 | M&L for cleaning and Racking out of old dummy joints of any length, 8 to 10 mm wide and 26 to 31 mm deep of existing sealant compound and back up rod of the existing joints by special tools like chisel, hammer, L type hook, cutting blades/machines, widening of joints 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 placing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 10 to 12 mm dia fo complete length of the joint, over it to be filled with pitch free gray polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-1418752003 with minimum movement accommodation factor (MAF) of+/- 30% minimum depth of sealent above de bonding strip shall be 10-15mm and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed. | 1,850 | Ten RM | 915 ₹16,92,750 | 1,150 ₹21,27,500 | 947 ₹17,51,950 | 750 ₹13,87,500 Lowest | 900 ₹16,65,000 | 900 ₹16,65,000 |
| 3.00 | M&L for cleaning and Racking out of old construction joints of any length, 12 to 18 mm wide and 31 to 45 mm deep of existing sealant compound and back up rod of the existing joints by special tools like chisel, hammer, L type hook, cutting blades/machines, widening of joints 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 pouring the sealant Thereafter filled with closed cell medium density, cross linked polyethylene foam backup rod of 15 to 20 mm dia for complete length of the joint, over it to be filled with itch free gray polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30% minimum depth of sealent above de-bonding strip shall be 10- 15mm) and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed. | 950 | Ten RM | 1,020 ₹9,69,000 | 1,100 ₹10,45,000 | 1,057 ₹10,04,150 | 1,250 ₹11,87,500 | 950 ₹9,02,500 | 940 ₹8,93,000 Lowest |
| 4.00 | M&L for Cutting existing loose patches/spalled edges, widening of existing cracks of concrete pavement in true geometrical shapes to average depth of 20 mm to 25 mm using diamond cutters operated with gen sets, cleaning the surface dry and free from dust/dirt with air compressor in order to achieve proper bond between elastomeric concrete and cement concrete surface and applying polyurethane based elastomeric concrete over a coat of approved primer as per manufacturer's instructions including supply and fixing masking tape on pavement surface to prevent accidental spillage of elastomeric concrete and removing the masking tape and cleaning the area of application after the application is over complete all as specified and directed. | 28.25 | Sqm | 14,600 ₹4,12,450 Lowest | 15,500 ₹4,37,875 | 16,747 ₹4,73,102.75 | 20,000 ₹5,65,000 | 15,500 ₹4,37,875 | 15,400 ₹4,35,050 |
| 5.00 | Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thick (below or above ground level) of any description not other specifically provided for etc and removal of rocks/debris to a distance not exc 50 mts and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 40 | Cum | 198 ₹7,920 | 600 ₹24,000 | 547 ₹21,880 | 450 ₹18,000 | 150 ₹6,000 Lowest | 520 ₹20,800 |
| 6.00 | Dismantling of interlocking tiles of any description, any thickness laid dry or laid dry and pointed etc complete all as specified and directed. | 40 | X Sqm | 222 ₹8,880 | 50 ₹2,000 Lowest | 447 ₹17,880 | 400 ₹16,000 | 75 ₹3,000 | 112 ₹4,480 |
| 7.00 | M & L for 100 mm thick PCC 1:4:8, type D2 as in subbase using 40 mm graded stone aggregate complete all as specified and directed. | 400 | Sqm | 250 ₹1,00,000 | 300 ₹1,20,000 | 247 ₹98,800 | 220 ₹88,000 | 195 ₹78,000 Lowest | 3,550 ₹14,20,000 |
| 8.00 | M & L for 80mm thick machine pressed precast interlocking paving blocks factory casted using grey cement and pigment, casted in an automatic plant working on vibration and simultaneous hydraulic compression from top, confirming to IS-15658-2006 and of shape haxagon/ triangular/ zigzag/ I-shaped etc. as directed having compressive strength not less than (M-40 Grade) etc complete all as specified and directed. | 400 | Sqm | 900 ₹3,60,000 | 600 ₹2,40,000 Lowest | 1,047 ₹4,18,800 | 850 ₹3,40,000 | 850 ₹3,40,000 | 1,100 ₹4,40,000 |
| 9.00 | M & L for Sand filling under floors 25 to 30mm thick layer of sand cushioning including filling the interstices complete all as specified and directed.
Note :- No claim shall be made by contractor for above Sr Item No 1 to 4 for Site availability as per User's /site requirement and stoppage of work due to any aircraft coming and stoppage of work in a day. The rates shall be deemed to be included in the respective items. work to be execute at A, B , C, D & E link, ATC & HU Dispersal, PTT 05 & 23 End. | 10 | Cum | 250 ₹2,500 | 200 ₹2,000 Lowest | 1,247 ₹12,470 | 1,000 ₹10,000 | 750 ₹7,500 | 451 ₹4,510 |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
9 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE (AF) Jodhpur
HQ CWE AF JODHPUR Opp Mosam Vibhag Airforce Chauraha , Ratanada Jodhpur (Raj)-342011
REPAIR TO JOINT FILLING, INCLUDING REPAIR TO CONCRETE PAVEMENTS AND CRACKS WITH ELASTOMERIC CONCRETE AT PTT, LTT AND CONNECTED DISPERSAL IN TECH AREA AT AFS PHALODI
2025_MES_707060_1
89056/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE (AF) Phalodi
as per NIT
8 documents required · 8 mandatory
₹500
GE (AF) Phalodi
₹1 L
Yes
22 Aug 2025
8 May 2025
11 Jun 2025
8 May 2025
9 Jun 2025
26 May 2025
Amount
M&L for cleaning and Racking out of old expansion joint of any length, 20 mm to 30 mm wide and 45 mm to 55 mm deep of existing sealant compound, back up rod and filler board of the existing joints by special tools like chisel, hammer, L type hook, racker/cutting blades/machines, widening of joints 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 placing the backup rod 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 to 40mm dia for complete length of the joint. Finally filled with pitch free grey polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% minimum depth of sealent above de bonding strip shall be 10-15mm and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed.
M&L for cleaning and Racking out of old dummy joints of any length, 8 to 10 mm wide and 26 to 31 mm deep of existing sealant compound and back up rod of the existing joints by special tools like chisel, hammer, L type hook, cutting blades/machines, widening of joints 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 placing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 10 to 12 mm dia fo complete length of the joint, over it to be filled with pitch free gray polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-1418752003 with minimum movement accommodation factor (MAF) of+/- 30% minimum depth of sealent above de bonding strip shall be 10-15mm and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed.
M&L for cleaning and Racking out of old construction joints of any length, 12 to 18 mm wide and 31 to 45 mm deep of existing sealant compound and back up rod of the existing joints by special tools like chisel, hammer, L type hook, cutting blades/machines, widening of joints 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 pouring the sealant Thereafter filled with closed cell medium density, cross linked polyethylene foam backup rod of 15 to 20 mm dia for complete length of the joint, over it to be filled with itch free gray polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30% minimum depth of sealent above de-bonding strip shall be 10- 15mm) and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed.
M&L for Cutting existing loose patches/spalled edges, widening of existing cracks of concrete pavement in true geometrical shapes to average depth of 20 mm to 25 mm using diamond cutters operated with gen sets, cleaning the surface dry and free from dust/dirt with air compressor in order to achieve proper bond between elastomeric concrete and cement concrete surface and applying polyurethane based elastomeric concrete over a coat of approved primer as per manufacturer's instructions including supply and fixing masking tape on pavement surface to prevent accidental spillage of elastomeric concrete and removing the masking tape and cleaning the area of application after the application is over complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thick (below or above ground level) of any description not other specifically provided for etc and removal of rocks/debris to a distance not exc 50 mts and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Dismantling of interlocking tiles of any description, any thickness laid dry or laid dry and pointed etc complete all as specified and directed.
M & L for 100 mm thick PCC 1:4:8, type D2 as in subbase using 40 mm graded stone aggregate complete all as specified and directed.
M & L for 80mm thick machine pressed precast interlocking paving blocks factory casted using grey cement and pigment, casted in an automatic plant working on vibration and simultaneous hydraulic compression from top, confirming to IS-15658-2006 and of shape haxagon/ triangular/ zigzag/ I-shaped etc. as directed having compressive strength not less than (M-40 Grade) etc complete all as specified and directed.
M & L for Sand filling under floors 25 to 30mm thick layer of sand cushioning including filling the interstices complete all as specified and directed. Note :- No claim shall be made by contractor for above Sr Item No 1 to 4 for Site availability as per User's /site requirement and stoppage of work due to any aircraft coming and stoppage of work in a day. The rates shall be deemed to be included in the respective items. work to be execute at A, B , C, D & E link, ATC & HU Dispersal, PTT 05 & 23 End.
KRISHNA CONSTRUCTION COMPANY (BID ID -3306830)
M/S SOLANKI GENERAL SUPPLIERS (BID ID -3310464)
M/s Sati Jasnath Enterprises (BID ID -3310439)
D DEV COMPANY (BID ID -3310855)
JANGID BUILDERS (BID ID -3311461)
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