8277 PROVN OF DRAINAGE AND CONNECTED WORK NEAR MORTUARY TO PREVENT LEAKAGE AND SEEPAGE IN BASEMENT AT AFMC AND PROVN OF CHAIN LINK FENCING WITH VIEW CUTTER OF 41 ARTY DIV SIG REGT UNDER GE (CENTRAL) PUNE

Amount

Excavating in treanches, n exc 1.5 m wide and n. exc 1.5 m in depth for fdn, etc or for shafts, wells, cesspits, manholes, pierholes etc and n. exc 10 sqm on plan and n. exc 15 m in depth and getting out in hard/dense soil complete

Removing Excavated soils exceeding 250 M and n exc 500 M and depositing where directed at a level not exceeding 1.5 M above the starting point.

M&L PCC 1:4:8 type D2 using 40mm graded aggregate in foundation/bed concrete/mass concrete in drain complete all as specified and as directed.

M&L Rendering15 mm thick in CM 1:6 on brick/ concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.

M&L PCC 1:2:4 type B1 using 20mm graded aggregate in coping/kerbs including necessary form work complete all as specified and as directed.

Brick work fly ash old size bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified.

Extra for forming fair finished drain or channel of 30cm inner girth in cement concrete using extra cement including forms moulds etc all as directed and as specified

Ditto all as per item No 8 but Add or deduct for each 25 mm girth or part thereof over or under 30cm girth complete all as specified and as directed.

M & L precast RCC 1:2:4 type B1 using 20mm graded stone aggregate for cover slab of set in CM 1:6 complete all as specified and as directed (reinforcement will be measured and paid separetely)

M & L TMT bars 6 to 8 mm dia cut to length bent to shape reqd and cranking, hooking ends binding with MS wire annealed not less than 0.9mm dia complete all as specified and as directed.

M & L TMT bars 10 mm dia and over cut to length bent to shape reqd and cranking, hooking ends binding with MS wire annealed not less than 0.9mm dia complete all as specified and as directed.

Reinforced cement concrete (nominal mix) type B1, 1:2:4 (using 20mm graded stone aggr) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.

Formwork to soffits of suspended slabs flat, fair finished surface of concrete such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick complete all as specified and as directed

M&L for crystallization based water proofing system not less than 2.5 kg per sqm or as per manufacturer's instructions for walls of brick/rubble masonary by cleaning it with high pressure water jet with necessary surface preparation by hacking brooking cleaning loose particles by wire brush, all as specified and as per maunufacturer's instructions complete , Make : Chowgule koster, Build core chemicals.

M&L for application of Epoxy bonding agent, around entire corners of the floor for 150 mm x 150mm C shape coving with prepackaged SBR modified correp mortar not less than 2.0kg/sqm or as per manufacturer's instructions and all as spd and as directed by Engr-in-Charge Make build core chemicals/STP

S&F 600mm bore reinforced concrete drain pipes, class NP2, laid in floor and jointed complete with collars all as specified and directed by Engr-in-charge

Dismantling of Interlocking paver block of any description or thickness in floors, aprons etc complete all as specified and as directed

Fixing only Interlocking paver block of any description complete all as specified and as directed by Engr-in-Charge

M&L for Machine Pressed Precast concrete glossy interlocking Paver block any shape and size confirming to IS 15658 - 2006 of 60 mm thickness M-35 grade with grey cement and pigment including 25 mm thick sand coushioning complete all as specified and directed

M & L for 75 mm thick cement concrete 1:3:6, type C2, with using 40 mm graded stone aggregate in floor/plinth protection, finish the surface even and smooth without using extra cement including filling the expansion joints with bitumen filler/filler boards complete as specified and directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in cement concrete and making good disturbed ground complete

Dismantling fencing wire mesh, any type complete

Excavating in post holes in soft / loose soil (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete

S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing barbed wire etc) including all necessary drilling, bolting or riveting, embedding in cement concrete, MS flat at bottom etc and similar work confirminng to Fe-290 Gde E-165 complete

M&L for precast cement concrete block masonry exceeding 10cm in width with solid blocks of PCC (1:5:8) gde D-5 and setting in CM 1:6.

M&L for 15mm thick rendering in CM 1:4 for external wall surfaces and sponge finished complete.

M&L for preparation of new or previously untreated steel or iron surfaces of any description over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete

Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.47mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed

M&L for preparation of newly plastered surface wall and applying two coats of cement based paint over a coat of primer over external wall surface complete all as specified and directed