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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAdmitted-Finance | ₹5.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 Cr+₹15.0 L (2.81%)Admitted-Finance | ₹5.5 Cr+₹15.0 L (2.81%) | L2 | Admitted-Finance |
| 3 | L3₹5.7 Cr+₹30.0 L (5.60%)Admitted-Finance K 21 SIDDHA LAXMI BHARAT NAGAR AMRAVATI ROAD NAGPUR 440033 | NAGPUR | MAHARASHTRA | 440033 | ₹5.7 Cr+₹30.0 L (5.60%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | T AND T INFRA LIMITED L2 | RAK Projects (P) Ltd., L1 | M/s C S Construction India Pvt. Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : | ||||||
| 1.10 | 3 mm thick | 1 | One Square Metre | 600.23 ₹600.23 Lowest | 605 ₹605 | 609.35 ₹609.35 |
| 2.00 | Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. | 1 | One Square Metre | 95.13 ₹95.13 Lowest | 96.2 ₹96.2 | 97.28 ₹97.28 |
| 3.00Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : | ||||||
| 3.10 | Serrated with central bulb (225 mm wide, 8-11 mm thick | 1 | Metre | 350.59 ₹350.59 Lowest | 352 ₹352 | 355.1 ₹355.1 |
| 4.00Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595 mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600 mm centre to centre in a floor and ceiling channel section of size 50 x 32 mm fixed to the floor and soffit at 600 mm centre using 12 mm dia,50 mm long wedge type expanded zinc alloy dash fastner with 10 mm bolt. This same channel is then to be fixed in horiziontal direction at 600 mm centre to centre so as to form a grid of 600 mm x 600 mm. Glasswool of 50 mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2 mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50 mm wide (90 metre )roll and two coats of primer suitable for panelling as per manufacturer’s specification as per direction of Engineer in-Charge all complete. | ||||||
| 4.10 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | 1 | Sqm | 3,335.82 ₹3,335.82 Lowest | 3,340 ₹3,340 | 3,341 ₹3,341 |
| 5.00Deep Screening Works Manual deep screening of Plain track/ turnouts under traffic as per procedure prescribed in IRPWM, June 2020 or latest, in other than PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts.} | ||||||
| 5.10 | Depth of 200 mm below bottom of sleeper of Plain Track | 1 | Track Metre | 426.82 ₹426.82 Lowest | 428 ₹428 | 451.1 ₹451.1 |
| 6.00 | Pushing / Insertion of already cast RCC Box through existing embankment below running rail traffic for all heights and depths including normal to embankment or in skew, by mechanical jack pushing technique as per approved drawing including all types of enabling works such as excavation of approaches, cutting of banks upto required level, disposal of surplus earth outside railway land, alignment of boxes, as per scheme approved by railway and as directed by the Site Engineer. It includes provision of cutting edge, cost of all types of jacks, all lead, lift, ascends, descends, loading, unloading, handling, rehandling, crossing of stream, nallah, Railway track, level crossing etc. or any other obstruction, cost of all seafty works and safety precautions as a complete job.
(Note: 1. Payment for construction of thrust bed andRCC box shall be paid sepreately. 2. After completion of work, released cutting edge will be the property of contractor.) | 1 | Per Metre per SQM | 45,000 ₹45,000 | 42,000 ₹42,000 Lowest | 43,000 ₹43,000 |
Tender Value
Refer Docs
Closing Date
21 Jul 2026, 3:00 pmClosed
Executive Engineer, World Bank Project Division, N
Executive Engineer, World Bank Project Division, Nagpur, Civil Lines, Nagpur
E-Quotation are invited for estimation purpose for various items for the work of Constuction of ROB from Manish Nagar to Radison BluHotel in Nagpur City
2026_PWR_1312534_2
Quotations Notice No. 01 of 2026-27
Open Tender
Miscellaneous Works
Item Rate
30 days
Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
via Net Banking
Yes
22 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : | |||||
| 1.1 | 3 mm thick | - | One Square Metre | - | - |
| 2Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. | |||||
| 3Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : | |||||
| 3.1 | Serrated with central bulb (225 mm wide, 8-11 mm thick | - | Metre | - | - |
| 4Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595 mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600 mm centre to centre in a floor and ceiling channel section of size 50 x 32 mm fixed to the floor and soffit at 600 mm centre using 12 mm dia,50 mm long wedge type expanded zinc alloy dash fastner with 10 mm bolt. This same channel is then to be fixed in horiziontal direction at 600 mm centre to centre so as to form a grid of 600 mm x 600 mm. Glasswool of 50 mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2 mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50 mm wide (90 metre )roll and two coats of primer suitable for panelling as per manufacturer’s specification as per direction of Engineer in-Charge all complete. | |||||
| 4.1 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | - | Sqm | - | - |
| 5Deep Screening Works Manual deep screening of Plain track/ turnouts under traffic as per procedure prescribed in IRPWM, June 2020 or latest, in other than PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts.} | |||||
| 5.1 | Depth of 200 mm below bottom of sleeper of Plain Track | - | Track Metre | - | - |
| 6Pushing / Insertion of already cast RCC Box through existing embankment below running rail traffic for all heights and depths including normal to embankment or in skew, by mechanical jack pushing technique as per approved drawing including all types of enabling works such as excavation of approaches, cutting of banks upto required level, disposal of surplus earth outside railway land, alignment of boxes, as per scheme approved by railway and as directed by the Site Engineer. It includes provision of cutting edge, cost of all types of jacks, all lead, lift, ascends, descends, loading, unloading, handling, rehandling, crossing of stream, nallah, Railway track, level crossing etc. or any other obstruction, cost of all seafty works and safety precautions as a complete job. (Note: 1. Payment for construction of thrust bed andRCC box shall be paid sepreately. 2. After completion of work, released cutting edge will be the property of contractor.) | |||||
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