Saharanpur Development Authority Tender

Cement Concrete with 2cm, guage approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work. SI-279a

Dismantling of cement concrete or brick or granolithic floor Including base concrete and including stacking of dismantled materials as directed by the Eng-in-charge within a distance of 60 metre (S.I.no-697)

Providing and laying 110 mm dia PVC pipes and specials including the cutting of pipes for making up the length and making joint with specified cement and also including supply of all materials labour T&P etc. required for proper completion of the work ------------(AR)

Supply and fixing of 10 cm PVC down pipe(Kisan/suprime make) complete with bends with door at and top and plain at bottom and grating and including supply of necessary M.S. clamp 2.5cm x3mm(1"x1/8") fixed to walls with cement motar (1.2) and including supply of 15cm (6") long 6mm(1/4") dia nail all materials, labour and T&P etc. required for proper completion of the work also including repair of plaster pointing etc. if damaged during fixing of the pipes. (S.I.no-730a)

Concrete with 4cm guage Brick ballast. Finesand of 1.25 F.M. and cement in proportion of 1:6:12 including supply of all materials, labour, t&p etc. required for proper completion of the work complete in all respect. S.I. No-

M-150 Brick work in1:4 cement & four coarse sand in foundation and plinth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305(a)

12 cm thick plaster with cement and coarse sand in motar 1:4 over brick work minimum thickness plinth with cement and coarse sand.S.I.no-584(a)

Cast Cement concrete with 2cm. guage approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 excluding its fixing and binding the same ieth 24 B.W. G.G.I, binding wire, moulds including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work. S.I. no-282+ Diff of 1:2:4 and 1:1.5:3

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.S.I. No-504 (A.R.)

Construction of brick masornary chamber inside 1.75x1.10mm & 2.00 metre deep for rain water harvesting recharge storage tank/chamber in cement motar 1:4(1 cement :4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) foundation concerete 1:6:12 mix (1cement :6 fine sand of 1.25 F.M. :12 graded brick aggregate 40mm nominal size) complete as per standard design and direction of Engineer-in-charge. (A.R.)

Providing and fixing of M.S. informatory sign board with frame of 40X40X5mm angle iron and diagonal braces of 25X5mm flat iron. 16 S.W. gauge M.S. Sheet shall be fixed on the M.S. Frame including one coat of ready mixed priming paint and two coats of apporved superior quality ready mixed paint on the whole structure and also painting letters on M.S. Sheet firmly fixed to the ground with 15 grade cement concrete 45X45X60cm B.G.L. Complete as per approved drawing and direction of Engineer-in-charge. (A.R.)

Boring/drilling bore well of 150mm dia for casing/strainer pipe by suitable method, including collecting samples from different strata prepairing and submitting strata chart/bore log including hire & running charges of all equipments, T&P and machinary required for the job up to 25 metre depth BGL and supplying, assembling, lowering and fixing 110mm dia PVC casing & slotted PVC pipe/Screen of 0.50 metre length in recharge pit at top and 6 metre length in aquifers zone. The slotted pipe will be rolled with 1.18 to 1.40 micron nylon cloth mesh with providing and fixing 110mm size PVC vent cowl to the top and bottom plug to the bottom of bore well casing pipe and also including supplying, filling, spreading & levelling gravels of size range 5mm to 10mm up to 50cm depth with gravel packing in bore well, brick ballast of size 40mm over the existing layer of gravels in 50cm thickness, coarse sand of size range 1.5mm to 2mm in 40cm thickness over brick ballast layer and flat brick laid dry with M-150 class bricks at top of coarse sand layer successively in recharging pit of Internal size 1.75X1.20 metre excluding Construction cost of recharging pit which shall be paid extra. Nylon cloth mesh will be laid on top of each layers of filter media all complete, as per standard design and direction of Engineer-in-charge. (As per LMR)

Addition/ Substraction of depth for boring, lowering and fixing of 110 mm size P.V.C. casing pipe for recharge well as per actual requirement at site in item no-02 above as per standard design all complete. (As per LMR)