Maintenace Work of Pipe Line

Amount

D-Joint-CI Complete seat with nut boilt and rubber ring PVC (63MM)

D-Joint-CI Complete seat with nut boilt and rubber ring PVC (110MM)

D-Joint-CI Complete seat with nut boilt and rubber ring PVC (140MM)

D-Joint-CI Complete seat with nut boilt and rubber ring PVC (160MM)

D-Joint-CI Complete seat with nut boilt and rubber ring PVC (200MM)

D-Joint-Class 15 AC Complete seat with nut boilt size 5x6 and rubber ring (250MM)

D-Joint-Class 15 AC Complete seat with nut boilt size 5x6 and rubber ring (300MM)

D-Joint-Class 15 AC Complete seat with nut boilt size 5x6 and rubber ring (350MM)

Pipe PVC 6kg ISI mark (110MM)

Pipe PVC 6kg ISI mark (140MM)

Pipe PVC 6kg ISI mark (160MM)

Pipe PVC 6kg ISI mark (200MM)

Pipe PVC 6kg ISI mark (250MM)

Pipe AC Kirti brand with socket and teiten rubber (250MM)

Pipe AC Kirti brand with socket and teiten rubber (300MM)

Pipe AC Kirti brand with socket and teiten rubber (350MM)

Socket PVC cupller-H (110MM)

Socket PVC cupller-H (140MM)

Socket PVC cupller-H (160MM)

Socket PVC cupller-H (200MM)

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :18.72.3 200 mm dia Ductile Iron Class K-7 pipes

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :18.72.4 250 mm dia Ductile Iron Class K-7 pipes

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :18.72.4 250 mm dia Ductile Iron Class K-7 pipes

SUPPLY OF M/S PIPE 110 MM DIA

SUPPLY OF M/S PIPE 160 MM DIA

Solvent (1 Kg.)

Redeuser (110 MM)

Redeuser (140 MM)

Redeuser (160 MM)

Redeuser (200 MM)

Redeuser (250 MM)

Redeuser-T (110 MM)

Redeuser-T (140 MM)

Redeuser-T (160 MM)

Redeuser-T (200 MM)

Redeuser-T (250 MM)

L.Bo. (110 MM)

L.Bo. (140 MM)

L.Bo. (160 MM)

L.Bo. (200 MM)

L.Bo. (250 MM)

Cap and (110 MM)

Cap and (140 MM)

Cap and (160 MM)

Cap and (200 MM)

Cap and (250 MM)

Service sandel (110 MM)

Service sandel (140 MM)

Service sandel (160 MM)

Service sandel (200 MM)

Mazduri (110 MM)

Mazduri (140 MM)

Mazduri (160 MM)

Mazduri (200 MM)

Mazduri (250 MM)

Mazduri (300 MM)

Mazduri (350 MM)

Pumping set with Deisel and labour.

Dismantling of old brick laid on edge kharanja/interloking tiles including stacking of old bricks.

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).

E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. Layers including ramming and dressing the surface to required levels and slop and also including 1.5 m. lift and up to 15 km .SI NO. 253A+261B+231B

Laying of interlocking tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes filling joints with local sand including cost of labour, T&P etc complete But excluding cost of material as directed by Engineer in charge.

Construction of granular sub base (GSB) by providing coarse grade material spreading in uniform layers with mortar grade on prepared surface mixing by mix in place method with rotavetar at OMGSB/RBM spreaing in uniform layor mortar grader on prepared surface mix in place method with rotavaror at OMC at compacting with vibratory roller to achive the desired complete surface.

Supplying & Laying of 80 mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge.(ISI MARK INTERLOKING TILES)

Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1cm (3/8") depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work.

Construction of un-reinforced. Dowel jointed at expansion and construction joint only, plain cement concrete pavement, Thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade)(1.1½.3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels.rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing ro lines and grade as per drawing and Technical specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.

M/S BRAHAM PRAKASH THEKEDAR (BID ID -5214615)