Indo Tibetan Border Police Tender
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Indo Tibetan Border Police - ITBP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Sep 2024
Closing Date16 Oct 2024
Tender Amount₹ 1,38,71,366
Costs
EMD
₹ 2,77,428Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ITBP_827315_1Tender No
ITBP/SHQ (ALMORA)/ENGR/7THBN/2024-39Tender Authority
Indo Tibetan Border Police ViewPurchaser Address
-Website
http://https://www.itbpolice.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.
7584.5
1326604
174.91
Cement concrete Road Work
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth levél: 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)
27.3
237877
8713.46
Cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
217
2318725
10685.37
Providing and filling in position rubberized bitumen hot sealing compound for expansion in roads/pavements all complete as per direction of Engineer-in-charge.Using grade 'A' sealing compound confirming to IS: 1834.
31856
368255
11.56
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
2235.92
2905086
1299.28
Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot material thermoplastic 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, scals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
735.5
735198
999.59
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 bc 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 1: 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.
368
101479
275.76
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