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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Documents found in order |
| 2 | Accepted-Technical | Accepted-Technical Documents found in order |
Tender Value
₹12.7 L
EMD Value
₹25,407
Closing Date
25 Feb 2026, 11:30 amClosed
2IC Works
BSF Academy Tekanpur
Recarpeting of road from Main Gate to sentry Post near OHT at TSU BSF Tekanpur
2026_BSF_898579_1
17/NIT/TSU/CIVIL/2025-26
Open Tender
Civil Works
Percentage
Tekanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹25,407
5 Mar 2026
14 Feb 2026
26 Feb 2026
14 Feb 2026
25 Feb 2026
14 Feb 2026
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG- 30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973
Add Cost Index @-1% on SR&DR
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tech_bid_open.pdf
tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_944501.xls
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TenderCorrigendum1.pdf
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