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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹32.2 L+₹93,530 (2.99%)Rejected-Finance | L2 | Rejected-Finance BEING L2 | |
| 3 | L3₹33.8 L+₹2.5 L (7.95%)Rejected-Finance SUBASH NAGAR W NO 5 H NO 354 BEHIND SBI UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance BEING L3 | |
| 4 | L4₹35.0 L+₹3.7 L (11.8%)Rejected-Finance 94 PHASE II HOUSEING COLONY UDHAMPUR J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L4 | Rejected-Finance BEING L4 | |
| 5 | L5₹36.3 L+₹5.1 L (16.1%)Rejected-Finance | L5 | Rejected-Finance BEING L5 |
| Sl No | Description | Qty | Unit | SHIVAE CONSTRUCTION L4 | rajkumar sharma L1 | APARANA ENTERPRISES L3 | M/S CHANOTER BUILDING MATERIAL L5 | ANIKET TRADERS L8 | RUDRABHISHEK CONSTRUCTIONS L2 | SARDALIA CONST CO L6 | M/S K N INFRASTRUCTURE L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Raking out existing filling in expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete remove existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials i.e dirt/dust etc to entire satisfaction of Engr-in-Charge, applying with provision of bond breaker tape on bottom of joint and filling depth of joint with provision of polyethylene back up rod of suitable dia to ensure tight packing so that no gap or voides exist at the top of back up rod. The deteriorated edges of concrete joints (included upto 50mm either sides of the joints) shall be made good to true line with provision of polymer concrete. Joints (16mm to 24 mm wide) shall be sealed with provision of polyurethane based sealant with primer and filling the joints with polyurethane based sealing compound as laid down in manufacturers instructions and as directed by Engr-in-Charge. Minimum clear depth of sealant above back up rod shall be10 mm complete all as specified and as directed.
NOTES:-(i) Size of joints shall be made by cutting; in case not available at site.
(ii) If width of joints by cutting exceeds as specified above, the same shall be filled by polyurethane based sealant and no extra payment shall be made.
(iii) Remaining depth at bottom (after keeping provision for back up rod & sealant) shall be filled with sand and cost of same shall be deemed included in item rate quoted by tenderer. No extra payment for provisioning of sand (if any) shall be made.
(iv) Masking tape shall be applied on edges of joint to prevent accidental spillage of sealant and shall be removed after filling with sealant. Cost of the same shall be deemed included in item rate quoted by tenderer.
(v) Expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete removal of existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials ie dirt/dust etc complete all as specified and directed. | 2,200 | RM | 298 ₹6,55,600 | 190 ₹4,18,000 | 205 ₹4,51,000 | 350 ₹7,70,000 | 230 ₹5,06,000 | 240 ₹5,28,000 | 140 ₹3,08,000 Lowest | 400 ₹8,80,000 |
| 2.00 | All as per srl item No 1 above but joints 25 mm to 30mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 2,000 | RM | 250 ₹5,00,000 | 180 ₹3,60,000 Lowest | 220 ₹4,40,000 | 300 ₹6,00,000 | 250 ₹5,00,000 | 250 ₹5,00,000 | 240 ₹4,80,000 | 350 ₹7,00,000 |
| 3.00 | All as per srl item No 1 above but joints 31mm to 35mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 1,500 | RM | 280 ₹4,20,000 | 200 ₹3,00,000 Lowest | 240 ₹3,60,000 | 300 ₹4,50,000 | 280 ₹4,20,000 | 240 ₹3,60,000 | 340 ₹5,10,000 | 350 ₹5,25,000 |
| 4.00 | Repair to popped out sealant joints, corner spot hole in concrete slab by cutting, chiseling with heavy duty mechanical cutter side perpendicular to a minimum of 3 cm and cleaning off all loose or broken materials to a distance exc 250 mtr, cleaning and washing the surfaces with acid solution ( a mixture of hydrochloric acid and water in equal proportion (emulsion 7 ltr per 10 square mtr) application of primer to dried surface of sides and bottom and surface with Epoxy treatment resin mortar (mixture of Adralite GY-257 vantigo and adradur HY -840 vatigo with quarts sand) incl form work where required complete all as directed
Note :-
(a) where the thickness is more than 5 cm, Epoxy resin mortar shall be applied in two layers. (b) Joints and broken corners shall be cut by cutter and popped out /popped hole shall be cut by heavy duty mechanical cutter/chisel. (c) Cost of T&P, Hydrochloric acid etc is deemed to be incuded in quoted rates. | 0.5 | CUM | 95,000 ₹47,500 | 90,000 ₹45,000 | 60,000 ₹30,000 | 5,900 ₹2,950 Lowest | 66,000 ₹33,000 | 1,00,000 ₹50,000 | 90,000 ₹45,000 | 6,000 ₹3,000 |
| 5.00 | M&L for repair to cracks of width 2 to 8mm in flexible surfaces by cleaning of all cracks with air compressor and make it free from dust and applying evenly blown hot bitumen of grade 85/25 in two coats with necessary interval to ensure complete filling/total filling of the gap in line with existing pavement, finally dry coarse sand mixed with cement in 1:1 ratio sprinkled on top complete to ensure uniform finish all as specified and as directed. | 15,000 | RM | 25 ₹3,75,000 | 17 ₹2,55,000 | 27 ₹4,05,000 | 45 ₹6,75,000 | 40 ₹6,00,000 | 15 ₹2,25,000 Lowest | 30 ₹4,50,000 | 50 ₹7,50,000 |
| 6.00 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 132 | Cum | 600 ₹79,200 | 100 ₹13,200 Lowest | 500 ₹66,000 | 455 ₹60,060 | 2,000 ₹2,64,000 | 500 ₹66,000 | 1,400 ₹1,84,800 | 500 ₹66,000 |
| 7.00 | Removing excavated material exc 1.5km but n exc 5.0 km outside MoD land at the contractor's own arrangement for dumping complete all as specified and directed. | 132 | Cum | 300 ₹39,600 | 496 ₹65,472 | 200 ₹26,400 Lowest | 440 ₹58,080 | 1,500 ₹1,98,000 | 500 ₹66,000 | 400 ₹52,800 | 450 ₹59,400 |
| 8.00 | M&L for 10mm thick (compacted thickness) sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 4.4 | Cum | 1,800 ₹7,920 | 1,970 ₹8,668 | 4,000 ₹17,600 | 2,400 ₹10,560 | 2,000 ₹8,800 | 900 ₹3,960 Lowest | 2,200 ₹9,680 | 2,500 ₹11,000 |
| 9.00 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. | 440 | Sqm | 75 ₹33,000 | 117 ₹51,480 | 80 ₹35,200 | 500 ₹2,20,000 | 120 ₹52,800 | 120 ₹52,800 | 62 ₹27,280 Lowest | 600 ₹2,64,000 |
| 10.00 | Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean , hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement 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 formwork, curing and 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 complete all as specified and directed. | 132 | Cum | 7,000 ₹9,24,000 | 7,500 ₹9,90,000 | 9,500 ₹12,54,000 | 4,900 ₹6,46,800 Lowest | 8,500 ₹11,22,000 | 8,300 ₹10,95,600 | 9,200 ₹12,14,400 | 5,000 ₹6,60,000 |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
18 Jul 2026, 6:00 pmClosed
GE AF UDHAMPUR
GE (AF) STN UDHAMPUR
RREPAIR TO PQC SLAB, CRACKS, JOINTS AND EPOXY AT A DISPERSAL, 117HU DISPERSAL AND 153HU DISPERSAL AT AF STN UDHAMPUR
2026_MES_775035_1
GEAFU-49/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE (AF) STATION UDHAMPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) UDHAMPUR
₹90,000
25 Jul 2026
27 Jun 2026
20 Jul 2026
27 Jun 2026
18 Jul 2026
11 Jul 2026
27 Jun 2026 - 4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Raking out existing filling in expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete remove existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials i.e dirt/dust etc to entire satisfaction of Engr-in-Charge, applying with provision of bond breaker tape on bottom of joint and filling depth of joint with provision of polyethylene back up rod of suitable dia to ensure tight packing so that no gap or voides exist at the top of back up rod. The deteriorated edges of concrete joints (included upto 50mm either sides of the joints) shall be made good to true line with provision of polymer concrete. Joints (16mm to 24 mm wide) shall be sealed with provision of polyurethane based sealant with primer and filling the joints with polyurethane based sealing compound as laid down in manufacturers instructions and as directed by Engr-in-Charge. Minimum clear depth of sealant above back up rod shall be10 mm complete all as specified and as directed.
NOTES:-(i) Size of joints shall be made by cutting; in case not available at site.
(ii) If width of joints by cutting exceeds as specified above, the same shall be filled by polyurethane based sealant and no extra payment shall be made.
(iii) Remaining depth at bottom (after keeping provision for back up rod & sealant) shall be filled with sand and cost of same shall be deemed included in item rate quoted by tenderer. No extra payment for provisioning of sand (if any) shall be made.
(iv) Masking tape shall be applied on edges of joint to prevent accidental spillage of sealant and shall be removed after filling with sealant. Cost of the same shall be deemed included in item rate quoted by tenderer.
(v) Expansion joints, construction joints, dummy joints upto 25mm depth including scrubbing of joints with diamond cutter machine(Heavy duty) or gas flame torch with heat application to complete removal of existing sticking sealing compound incl old back up rod / Bitumen from the sides , top and bottom of joints and totally cleaning the top surface of joints with brush and finally fanning with compressed air to make the joints free from all loose materials ie dirt/dust etc complete all as specified and directed. | 2,200 | RM | - | - |
| 2 | All as per srl item No 1 above but joints 25 mm to 30mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 2,000 | RM | - | - |
| 3 | All as per srl item No 1 above but joints 31mm to 35mm wide and 12mm minimum clear depth of sealant above back up rod complete all as specified and as directed. | 1,500 | RM | - | - |
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