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Tender For protection wall in cc 1 2 4 with skin reinforcement, centering and shuttering,dr packing and earth for filling breached portion of hole , filling available excavated earth in breached portion,filling contractors own earth,steel etc.
Tender For clearing grass demolishing cc earth work exacavation cc 1_4_8 cc 1_3_6 cc 1_2 _4 _ steel reinforcement centering and shuttering plastering filling etc
Tender For supply fencing pole rcc and prcc - for supply of the following material for use in government construction/forestry works - laying and jointing pvc pipe. heading, prcc fencing pole: pre stressed rcc fencing poles- type- straight length 2.00 meter, dimensions top to bottom 10x10 cm square, cement concrete mix- concrete mix shall be conforming to grade m-15 is 4996:1984 1 reinforcement - there shall be 4 nos. for vertical reinforcement of high tesile steel wire of 4mm dia. holes 6 nos. bottom hole should be provided 50 cm above the bottom of the poles. the central distance between the top and bottom holes shall be equally divided for remaining hole j hook shall be of 6mm dia ms bar with proper threads at one end and nut and washer for tightening purpose. these j bolts shall be pass through the holes of poles. standard-conforming to is 4996:1984 with up to date amendments. certificate compulsory. , rcc fencing poles type - straight length - 2.00 meter dimensions - bottem 10x10 cm square, top 8x8 cm square. cement concrete mix -cement, sand and metal ratio 1:2:4 with 12.5 nominal size coarse aggregate. sand used should be free from clay and salt. concrete mix shall be conforming to grade m-15 of is:456:2000 reinforcement - 4 round vertical bars of 6 mm diameter. 11 no. of stirrups of 6 mm diameter round ms bars 20 cm center to center. hooks - 5 no., bottom hook should be provided 60 cm above the bottom of the poles, second at 82.5 cm, third hook 112.5 cm. fourth hook at 150cm, top and fifth hook at 195 cm from bottom. manufacturing - in order to ensure desired compressive strength, rcc fencing poles should be compacted with the help of platform vibrators, surface should be uniform and free from voids. the concrete cover over the reinforcement should not be less than 1.5 cm. standard conforming to is 4996:1984 with up to date amendments.
Tender For corrigendum : tender for supply of non-destruction test on concrete members visual inspection visual inspection and photography performing a visual survey of the shed steel structure as per specified in specification of documents , site testing charges concrete upv test ultra sonic pulse velocity test upv test in accordance with is1331 i part i 1992 by portable ultrasonicas per specified in specification of documents , rebound hammer test schmidt s rebound hammer test for determining the concrete compressive test ref is 133 ii part 2 , core test core cutting and compression test for rcc structure in accordance with js 516 on rcc membeers as per specified in specification of documents , profometer scan test on rcc members to assesss covers spacing of bars including approximate diameter bar , half cell potential in accordance with astm c876 half cell potential to assess the probability of corrosion of reinforcement , carbonation in accordance with bs 1881 2011986 clause 2 22 carbonation test to measure extent of carbonation from the concrete surface sac code 998346 , preparing detail report visual inspection and photographs not test results analysis of not data results preparing of drawings strucrural ananysis conclusion and recommendations
Tender For invitation for item rate contract: supply of civil construction materials, machinery, and accessories as per bill of quantities (boq) sheet for year 2025-26 (item rates should be quoted without gst and all other charges, taxes, and transportation costs, which shall be borne by the supplier up to the site.) - aggregate (20mm), aggregate (40mm), stone dust crust, sand, aggregate (6mm), muram, aggregate (10mm), crusher run mekadam (crm), farsi, bricks (soil), bricks (flyash), cement (50kg), paver block 60 mm m30, paver block 80 mm m30, paver block 100 mm m30, paver block 60mm m30 reflactive rubber, r.c.c. hume pipe 200 mm dia n.p.3, r.c.c. hume pipe 300 mm dia n.p.3, r.c.c. hume pipe 450 mm dia n.p.3, r.c.c. hume pipe 600 mm dia n.p.3, r.c.c. hume pipe 1000 mm dia n.p.2, reinforcement 8mm, reinforcement 10mm, reinforcement 12mm, reinforcement 16mm, barbed wire steel 9.38 kg per 100 r.m., layout lime powder, distemper asian interior isi, emulson asian company interior isi, oil paints asian all color, tractor rent with diesel (35 hp 3 siender), tractor rent with trolly and diesel (35 hp 3 siendr), concreet mixture machine with diesel, providing jcb on rent with driver and deasal, brush 3", brush 6", roller brush 8", roller brush 10", roller brush 12", welded angle and channel structures as per requirements, birla white cement, distemper tractor all colour, mood primer, metel primer, kali chuna, fevicol, steel centring shutering with fitting and carting, wood centring/shutring with fitting & carting, tiles all size isi mark, vertified tiles isi mark 60 x 60 cm 10 mm thik, glesed tiles isi mark 300 x 300 mm 10 mm thik, water base all color, turpentine oil
Tender For supply of reinforcement steel - tmt bar 8mm dia reinforcement as per soqr item no. 1 , tmt bar 10mm dia reinforcement as per soqr item no. 2 , tmt bar 12mm dia reinforcement as per soqr item no. 3 , tmt bar 16mm dia reinforcement as per soqr item no. 4 , tmt bar 20mm dia reinforcement as per soqr item no. 5 , tmt bar 25mm dia reinforcement as per soqr item no. 6 , tmt bar 32mm dia reinforcement as per soqr item no. 7
Tender For corrigendum : supply of high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786