Tender For corrigendum : supply of visual inspection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combing, reinfocement corrosion, delaminated concrete etc, taking photographs and videos to collect evidence of damage to structure., ultrasonic pulse velocity test for rcc structure in accordance with is 13311 part-i 1992 by portable ultrasonic non destructive digital test equipment including chipping out plaster at strategic locations., rebound hammer test: rebound hammer test in accordance with is 13311 part-2 1992 by portable rebound hammer equipment at strategic locations., core test: core cutting and compression test for rcc structure in accordance with is:516 on rcc members. 70 mm core cutting in reinforcementconcrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations., reinforcement mapping :- reinforcement mapping test on rcc members to assess covers, spacing of bars including approximate diameter at strategic locations., chemical test for rcc structure in accordance with is 456-2000 using ready made kits and, reagents. sample collected will be from half cell/carbonation powder. (i) determination of ph value. (ii) determination of water soluble sulphates. (iii) determination of water soluble chloride contents at strategic locations., half cell potential test for rcc structure in accordance with astm c876 half cell potential to assess the probability of corrosion of reinforcement at strategic locations., carbonation test for rcc structure in accordance with bs 1881-201-1986 claus 2.22 corbonation test to measure extent of carbonation from the concrete surface at strategic locations., providing & installing standard precision tell- tales for crack monitoring & recording., providing installation 2mm thick glass strip for crack monitoring & recording., carry out excavator at 3 locations to verify size of footing on site., to assess the existing soil at founding depth by taking soil samples and carrying out shear strength test, index properties test, consistency limits & obtain sbc at founding depth geo-tech consultant., to assess the structural condition crack patterns and submit structural inspection report with remedial measures, to provide vetting report from iit mumbai with detailed calculation and drawing further submission to ce office.
Tender For protection of chachu -sonai pwd road near sonai bazar from the erosion of sonai river bank under west chandpur vc of hezamara block .. 2024-25/ sh_- providing and placing of cementconcreteblock. (l_150 m)
Tender For anti erosion work along the bank of brahamacherra under brahamacherra gp, teliamura r.d. block of khowai district during the year 2024-25/sh_ bank revetment work with cementconcreteblocks (length _ 100.00 mtrs).
Tender For protection of chandicherra bank erosion near chandicherra s.b. school of nandapara under ramsankar vc of hezamara block during the year 2024-25/ sh_- providing and placing of cementconcreteblock. (l_100 m)
Tender For providing laying 40 mm bc bm 50 mm prime coat tack coat and road marking between km 87 to km 149 for resurfacing wks fy 2026-27 on road simli gwaldam under 66 rcc 21 tf project shivalik in uttarakhand - providing, laying of bituminous ready mix (hmp) for 40 mm compacted thick bituminous concrete works, bm 50 mm for correction works applying prime coat/tack coat and road marking between km 87.000 to km 149.000 (net length 97.942 km) for resurfacing works (fy 2026-27) on road simli-gwaldam under 66 rcc/21 brtf under project shivalik in uttarakhand state
Tender For providing and laying in position ready mixed design mix cementconcrete, providing and laying kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick, providing and laying kota stone slabs 20 mm thick in skirting laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete