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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-Finance 205 IIND PHASE INDUSTRIAL AREA BARMER 344001 | BARMER | BARMER | RAJASTHAN | 344001 | ₹47.2 L | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹55.2 L+₹7.9 L (16.8%)Rejected-Finance V PO RAIKO KI DHANI NAWAJI KA PANA BHURTIYA DISTT BARMER RAJ PIN 344001 | BARMER | RAJASTHAN | 344001 | ₹55.2 L+₹7.9 L (16.8%) | L2 | Rejected-Finance Other than L1 Bidder |
| 3 | L3₹62.5 L+₹15.3 L (32.5%)Rejected-Finance MAHAVEER NAGAR BARMER RAJASTHAN 344001 MAHAVEER NAGAR BARMER RAJASTHAN 344001 | BARMER | RAJASTHAN | 344001 | ₹62.5 L+₹15.3 L (32.5%) | L3 | Rejected-Finance Other than L1 Bidder |
| 4 | L4₹63.7 L+₹16.5 L (35.0%)Rejected-Finance JODHPUR ROAD UTARLAI BARMER RAJ 344035 | BARMER | RAJASTHAN | 344035 | ₹63.7 L+₹16.5 L (35.0%) | L4 | Rejected-Finance Other than L1 Bidder |
| 5 | L5₹72.4 L+₹25.2 L (53.4%)Rejected-Finance | ₹72.4 L+₹25.2 L (53.4%) | L5 | Rejected-Finance Other than L1 Bidder |
| Sl No | Description | Qty | Unit | National Rewinding Works L1 | M/s Sati Jasnath Enterprises L3 | M/s godara infratech and power industries L4 | M/s Kang Builders L5 | M/s Malinath Electricals L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for racking out old existing sealant compound, backup rod and filler board of the existing joints any description 30 mm to 40 mm wide by special tools like racker/cutting blades/ machines, widening of joints by 2 mm 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. Thereafter filled with pre-molded 25-35 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell type, medium density, cross linked polyethylene foam backup rods of 30-40 mm dia. for complete length of the joint. After that Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before filled with with pitch free grey polyurethane sealant conforming to BS -5212 , BS4254 and EN- 141875-2003 with minimum movement accommodation factor MAF of +/- 30 %. Minimum depth of the sealant above backup rod shall be 12-15 mm and applying the masking tap on edge of joint to prevent accidental spillage of sealant and removing the masking tap after sealant is applied complete all as specified and directed. | 300 | 10 RM | 1,200 ₹3,60,000 Lowest | 1,600 ₹4,80,000 | 1,450 ₹4,35,000 | 2,000 ₹6,00,000 | 1,400 ₹4,20,000 |
| 2.00 | M&L for racking out old existing sealant compound, backup rod of the existing joints any description 20 mm to 30 mm wide by special tools like racker/cutting blades/ machines, widening of joints by 2 mm 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. Thereafter filled with closed cell type, medium density, cross linked polyethylene foam backup rods of 25-35 mm dia. for complete length of the joint. After that Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before filled with pitch free grey polyurethane sealant conforming to BS -5212 , BS4254 and EN- 141875-2003 with minimum movement accommodation factor MAF of +/- 30 %. Minimum depth of the sealant above backup rod shall be 12-15 mm and applying the masking tap on edge of joint to prevent accidental spillage of sealant and removing the masking tap after sealant is applied complete all as specified and directed. | 3,250 | 10 RM | 1,100 ₹35,75,000 Lowest | 1,500 ₹48,75,000 | 1,400 ₹45,50,000 | 1,600 ₹52,00,000 | 1,300 ₹42,25,000 |
| 3.00 | M&L cutting for existing runway/taxi track at cracks and spelled edges upto a minimum depth 30mm by mechanicals tools making grooves at cleaning through air blower/air blasting and applying propriety primer on the cleaned surface to obtain tack and finally filling in ELASTOMERIC CONCRETE of make Fosroc chemicals/ Chokesy chemicals pvt ltd/ CIPY Polyurethane pvt ltd/ Basf India ltd ( prepared by mixer part A, part B and adding fiberglass sand all as per manufacturers instruction and properly mixing in purpose made mixer electrically operated) to obtain a homogeneous mix and finally tooling the surface with hand tools to obtain a grooved textured finish and all so including connected joints expansion/construction/dummy joint filling with sealing compound/polyurethane sealant complete all as specified and directed by Engr-in-Charge. | 30 | Sqm | 14,000 ₹4,20,000 Lowest | 17,000 ₹5,10,000 | 35,000 ₹10,50,000 | 31,000 ₹9,30,000 | 16,000 ₹4,80,000 |
| 4.00 | M&L for cleaning existing holes/cavities with broom and compressed air surfaces area not exceeding 3 Sq Cm each of any shape & filling with epoxy resin mortar of make Fosroc chemicals/ Chokesy chemicals pvt ltd/ CIPY Polyurethane pvt ltd/ Basf india ltd prepared by mixing all as per manufacturers instruction complete all as specified and directed | 20 | 100 Nos | 1,000 ₹20,000 | 400 ₹8,000 | 300 ₹6,000 Lowest | 2,500 ₹50,000 | 400 ₹8,000 |
| 5.00 | Demolition of cement concrete of any description exceeding 15cm thick as in floor/paving and removing the same upto 5.00Km or out side MD land complete all as specified and directed | 45 | Cum | 500 ₹22,500 | 200 ₹9,000 Lowest | 200 ₹9,000 Lowest | 350 ₹15,750 | 500 ₹22,500 |
| 6.00 | M&L for course sand filling under floors or in foundation including watering and consolidation | 0.9 | Cum | 100 ₹90 Lowest | 300 ₹270 | 2,000 ₹1,800 | 650 ₹585 | 1,700 ₹1,530 |
| 7.00 | Supplying and laying 400 micron thick HDPE sheet ( Virgin quality ) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tackcoat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as 300mm , complete all specified and directed | 90 | Sqm | 150 ₹13,500 | 70 ₹6,300 | 150 ₹13,500 | 85 ₹7,650 | 60 ₹5,400 Lowest |
| 8.00 | Used waste of form work to side of concrete fair finished flat surface of concrete complete all as specified and directed | 4.5 | Sqm | 100 ₹450 Lowest | 200 ₹900 | 300 ₹1,350 | 450 ₹2,025 | 300 ₹1,350 |
| 9.00 | M&L for Pavement quality concrete (PQC) of minimum 28 days field Flexural trength of 45 Kg/Sqcm or 4.5 MPA aggregate gradation as per table 3 of IRC 15-2017 coarse aggragtae of clean, hard strong, dense, non porous and durable pieces of crushed stone or gravity, fine aggragates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cemnt with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240 c and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip form paver of minimum 7.50 m width including curingand tining by texturing cum curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10.1.14 and table 9 of IRC 15-2017.cement concrete work in pavement/hard standing of flexural strength 40kg per sq cm in field using 400 kgs of cement per cubing metre thickness of concrete 25cm or less complete all as specified and directed | 45 | Cum | 5,500 ₹2,47,500 Lowest | 6,500 ₹2,92,500 | 5,500 ₹2,47,500 Lowest | 6,500 ₹2,92,500 | 6,500 ₹2,92,500 |
| 10.00 | supply only polyester triangular fibre 6x12 mm long with semicircle dia 30-35 micron designed for melting point 240 to 260 degree Celsius and having specific gravity of 1.34-1.40, 'Recron3S' manufactured by M/S Reliance industries Ltd or equivalent make and mixing @ 0.25% by weight of cement complete all as specified and directed | 45 | Kg | 250 ₹11,250 Lowest | 250 ₹11,250 Lowest | 500 ₹22,500 | 450 ₹20,250 | 390 ₹17,550 |
Tender Value
₹80 L
EMD Value
₹1.4 L
Closing Date
4 Sept 2026, 6:00 pmClosed
CWE (AF) Jaisalmer
HQ CWE (AF) Jaisalmer
REPAIR TO JOINT FILLING IN MAIN RUNWAY HS I HS II HS III PARALLEL TAXI TRACK AND REPAIR TO PQC IN TECH AREA AT AF STN UTARLAI
2026_MES_781976_1
80394
Open Tender
Civil Works
Item Rate
Air Force Station Utarl
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (AF) Utarlai
₹1.4 L
15 Sept 2026
31 Jul 2026
5 Sept 2026
31 Jul 2026
4 Sept 2026
21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | M&L for racking out old existing sealant compound, backup rod and filler board of the existing joints any description 30 mm to 40 mm wide by special tools like racker/cutting blades/ machines, widening of joints by 2 mm 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. Thereafter filled with pre-molded 25-35 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell type, medium density, cross linked polyethylene foam backup rods of 30-40 mm dia. for complete length of the joint. After that Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before filled with with pitch free grey polyurethane sealant conforming to BS -5212 , BS4254 and EN- 141875-2003 with minimum movement accommodation factor MAF of +/- 30 %. Minimum depth of the sealant above backup rod shall be 12-15 mm and applying the masking tap on edge of joint to prevent accidental spillage of sealant and removing the masking tap after sealant is applied complete all as specified and directed. | 300 | 10 RM | - | - |
| 0.0 | M&L for racking out old existing sealant compound, backup rod of the existing joints any description 20 mm to 30 mm wide by special tools like racker/cutting blades/ machines, widening of joints by 2 mm 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. Thereafter filled with closed cell type, medium density, cross linked polyethylene foam backup rods of 25-35 mm dia. for complete length of the joint. After that Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before filled with pitch free grey polyurethane sealant conforming to BS -5212 , BS4254 and EN- 141875-2003 with minimum movement accommodation factor MAF of +/- 30 %. Minimum depth of the sealant above backup rod shall be 12-15 mm and applying the masking tap on edge of joint to prevent accidental spillage of sealant and removing the masking tap after sealant is applied complete all as specified and directed. | 3,250 | 10 RM | - | - |
| 0.0 | M&L cutting for existing runway/taxi track at cracks and spelled edges upto a minimum depth 30mm by mechanicals tools making grooves at cleaning through air blower/air blasting and applying propriety primer on the cleaned surface to obtain tack and finally filling in ELASTOMERIC CONCRETE of make Fosroc chemicals/ Chokesy chemicals pvt ltd/ CIPY Polyurethane pvt ltd/ Basf India ltd ( prepared by mixer part A, part B and adding fiberglass sand all as per manufacturers instruction and properly mixing in purpose made mixer electrically operated) to obtain a homogeneous mix and finally tooling the surface with hand tools to obtain a grooved textured finish and all so including connected joints expansion/construction/dummy joint filling with sealing compound/polyurethane sealant complete all as specified and directed by Engr-in-Charge. | 30 | Sqm | - | - |
| 0.0 | M&L for cleaning existing holes/cavities with broom and compressed air surfaces area not exceeding 3 Sq Cm each of any shape & filling with epoxy resin mortar of make Fosroc chemicals/ Chokesy chemicals pvt ltd/ CIPY Polyurethane pvt ltd/ Basf india ltd prepared by mixing all as per manufacturers instruction complete all as specified and directed | 20 | 100 Nos | - | - |
| 0.0 | Demolition of cement concrete of any description exceeding 15cm thick as in floor/paving and removing the same upto 5.00Km or out side MD land complete all as specified and directed | 45 | Cum | - | - |
| 0.0 | M&L for course sand filling under floors or in foundation including watering and consolidation | 0.9 | Cum | - | - |
| 0.0 | Supplying and laying 400 micron thick HDPE sheet ( Virgin quality ) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tackcoat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as 300mm , complete all specified and directed | 90 | Sqm | - | - |
| 0.0 | Used waste of form work to side of concrete fair finished flat surface of concrete complete all as specified and directed | 4.5 | Sqm | - | - |
| 0.0 | M&L for Pavement quality concrete (PQC) of minimum 28 days field Flexural trength of 45 Kg/Sqcm or 4.5 MPA aggregate gradation as per table 3 of IRC 15-2017 coarse aggragtae of clean, hard strong, dense, non porous and durable pieces of crushed stone or gravity, fine aggragates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cemnt with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240 c and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip form paver of minimum 7.50 m width including curingand tining by texturing cum curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10.1.14 and table 9 of IRC 15-2017.cement concrete work in pavement/hard standing of flexural strength 40kg per sq cm in field using 400 kgs of cement per cubing metre thickness of concrete 25cm or less complete all as specified and directed | 45 | Cum | - | - |
| 0.0 | supply only polyester triangular fibre 6x12 mm long with semicircle dia 30-35 micron designed for melting point 240 to 260 degree Celsius and having specific gravity of 1.34-1.40, 'Recron3S' manufactured by M/S Reliance industries Ltd or equivalent make and mixing @ 0.25% by weight of cement complete all as specified and directed | - | Kg | - | - |
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