Providing and fixing of Kerb Stone at various places in Municipal Area (e_28 / Nirman_01)

Amount

Providing and fixing of ultraflex / Duraflex post with base- The body of the post should be made of vergin special material PU ( Polyurethane ) it should be bright colour & high quality reflective for greater visibility in day and night. three bands of heat transfer tape should be pasted on post through heat transfer pasting technology for better and clear visibility in the night the base of the post should be fixed on the road surface with the help of four nails and special epoxy bond. For fixing of the post in base specially metal pin should be provided, height of the post 900mm including base, heat transfer tape 70-75mm x 3 nos inner dia of the post 75mm and outer dia 78mm, base dia 195mm, pin for fixing base 1nos, having 115mm length and 8mm dia, nails of fixing 4 nos, having 100mm length and 10mm dia, total weight of the post with base should not less than 1300 grams the post should be tested for material identification for poly urethane ( PU ) as per Cipet method. its filer content should be 0.1786 % as per ISO 3451. its tensile strength should be 3.46N / sq mm as per ASTM D 638 its melting point should be 194 degree Centigrade as per IS 5762 : 1970. its density should be 1.21 gm/cc as per ASTM D-792. its UV Stabilized should be tested for 24 hours as per ASTM G 154. Compressive strength of the post should be 129.18 N/sq.mm as per ASTM D 695. A test certificate from a NABL Government Lab as per norms mentioned in specification should be provided along with sample. Base should be made out of HDPE (high density poly ethylene) material. Size of the base L-740 mm, W-240mm & H-70mm approx. Weight of the base should be 2200 grams and with duraflex/ultraflex post total weight should not be less than 3100 grams.It can be instantly fixed to control traffic on temporary bases. Also the base should be tested for material identification for HDPE (high density poly ethylene) as per Cipet method. Its filer content should be 0.56% as per ISO 3451. its tensile strength should be 19.54 N/sqmm as per ASTM D 638. its melting point should be 140-143 degree centigrade as per IS 5762 : 1970. its density should be 0.957 gm/cc as perASTM D-792. its UV Stabilized should be tested for 12 hours as per ASTM G 154. Compressive strength of the base should be 45.76 N/sq.mm as per ASTM D 695. A test certificate from a NABL Government Lab as per norms mentioned in specification should be provided along with sample. Complete in all respect as per direction by Engineer incharge .

Bidder Name

Amount

M/S CHOUDHERY ENTERPRISES AND ELECTRICALS (GSTN-08ACLPH9071K1Z3) BID ID -3036839

Rajasthan engineering works (GSTN-08ABFPI1383N1ZD) BID ID -3037280

M.H.INFRA (GSTN-NA) BID ID -3037912

POPULAR CONSTRUCTION (GSTN-NA) BID ID -3037222

M.H.INFRA (BID ID -3037912)

POPULAR CONSTRUCTION (BID ID -3037222)

Rajasthan engineering works (BID ID -3037280)

M/S CHOUDHERY ENTERPRISES AND ELECTRICALS (BID ID -3036839)

POPULAR CONSTRUCTION (BID ID -3037222)

Rajasthan engineering works (BID ID -3037280)