8316 PROVN OF SOAKAGE WELL, SEPTIC TANK NEAR MAIN GATE AND BEHIND NCOS MD ACCN AT AICTS AND PROVN OF PERIMETER FENCING OF OMQ No. 5/1 STAVELY ROAD UNDER GE SOUTH PUNE

Amount

M&L for site clearance/surface dressing not exc 15cm deep and getting out in soft / hard dense soil (average soil) including trimming and removing of shurbs, bushes by manually or mechanically (by mean JCB and like) etc all as specified.

Surface excavation not exc. 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed.

Excavation over areas in hard/dense soil not exc 1.5m depth and getting out complete all as specified and as directed.

Excavation over areas in soft disintegrated rock not exc 1.5m depth and getting out complete all as specified and as directed.

Excavation over areas by mechanical means and getting out in hard rock (manjara) not exc 1.5m depth complete all as specified and as directed.

All as per Sr. Item No. 5.00 above but depth exc. 1.5 m and not exc. 3m complete

All as per Sr. Item No. 5.00 above but depth exc. 3 m and not exc. 4.5m complete

M&L for PCC 1:4:8 type D2 as in foundation using 40mm stone aggregate etc complete all as specified and as directed.

M&L for RCC M-25, design mix using 20mm graded stone aggregates in foundation, incl rafts, footings, foundation beams, bases of columns, basement slab etc. complete all as specified and as directed.

M&L for RCC M-25, design mix using 20mm graded stone aggregate as in wall and similar items complete all as specified and as directed.

M&L for RCC M-25, design mix using 20mm graded stone aggregate, in slab supported on walls complete all as specified and as directed.

M&L for RCC M-25, design mix using 20mm graded stone aggregate as in cover slabs and set in CM 1:4 complete all as specified and as directed.

M&L for RCC M-25, design mix using 20mm graded stone aggregate as in lintel band and similar items etc using 20mm stone aggregate etc comlete all as specified.

M&L for brick work in CM 1:4 etc. complete all as specified and as directed.

Use and waste of formwork to sides of raft foundation with rough finish surface of concrete complete all as specified and as directed.

Use and waste formwork to walls with rough finish surface of concrete complete all as specified and as directed.

Use and waste formwork to soffits of slabs with fair finish surface of concrete complete all as specified and as directed.

Use and waste formwork to sides of lintel bands and slab etc n.exc 15cm complete all as specified and as directed.

S & F MS TMT bars 10mm dia and over, cut to length, bent to shape reqd, including cranking, bending spirally for hooping as in raft, walls / baffel walls , roof slab , lintel band cover slab etc and binding with mild steel annealed wire of dia not less than 0.9 mm or securing with clips complete all as specified and as directed.

S&F MS TMT bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, bending and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips as in distrubition bars/stirrups etc as in chairs , chamber/ manhole cover slab and like etc complete all as specified and as directed.

S&F MS bars as in rungs as per site requirement and as shown in drg complete all as specified and as directed.

S&F MS framed work conforming to grade E-165 (Fe-290) or Fe-310-O of MS angle or other sections, such as grills, gratings with ends of bar shouldered and / or riveted or forged into spikes; framed guard bars; railings and like completed all as directed by Engineer-in-charge.

M&L for rendering 10mm thick in CM 1:3 mixed with WPC on concrete surface complete all as specified and as directed. (Note : WPC shall be measured and paid seperately)

M&L for screed bed 10mm thick in CM 1:3 mixed with WPC on concrete surface complete all as specified and as directed. (Note : WPC shall be measured and paid seperately)

Supply only water proofing compound

S&F PVC (SWR) bends any radius 150mm bore complete all as specified and as directed

S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed.

S&F 110mm bore PVC (SWR) vent cowl complete all as specified and as directed.

Returning filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm in hard/dense soil complete all as specified and as directed.

Removal of excavated soil to a distance exc 250 Mtr but not exc 1500 Mtr and depositing whereas directed at a level not exc. 1.5mtr above the starting point complete all as specified and as directed.

Removal of excavated soil to a distance exc 500 Mtr but not exc 1500 Mtr complete all as specified and as directed.

M&L for construction of 250 users Soakage wells of size 4 Mtr dia x 5 Mtr depth manhole including excavation, in any type of soil/rocks, foundation in PCC 1:4:8, walls of honey combed masonry built in Brick masonary in CM in 1:6, RCC cover slab in M30 with reinforcement steel Fe 500 confirmed to IS 1786 / SFRC cover including neccesary form work, interconnecting pipes of RCC, complete filling with soaking material of brick bats and all as spcified & shown on Drg. (Ref Drg No : CE/TD-1202/2003, Sheet 1 / 1 & 1 / 2 Sheet 1/1 dt 09.10.2003)

Scooping & taking out sludge, sullage and foreign materials from septic tank, soak wells of any description and depth including removing and refixing of accessories and appliances required for safe disposal of sludge, sullage and foreign materials by carrying the same in covered van/trolley outside defence land and it should be disposed off at such place which is not determinated to public health. (Note :- Depth shall be measured for payment after bailing out water and the rate quoted inclusive of cost required for bailing out water.)

Cleaning and rodding the blocked sewage line to any depth till the smooth flow of sewage line is restored including plugging of manholes temporarily as and when required and washing down complete sewage line with water including removing sludge and foreign materials from manholes in line and removing and refixing manhole covers and rodding for 250mm bore pipe complete all as specified and as directed.

Cleaning of manholes not exc. 1.5m deep including desludging and dewatering either by mechanical pump or manually and taking out solids/semi solids, well flushing with water, removing to a distance exc. 100m but not exc. 250m and depositing in ditches including necessary excavation and earth work in soft/loose soil for making ditches over after the sludge are deposited spreading and levelling of excavated soil in the ditches over the sludge and removing surplus soil to a distance exc. 50m and sprinkling bleaching powder (including supply of bleaching powder) in a periphery of one metre around manhole complete all as specified and as directed.

Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations of manholes, sewarage pipes etc and getting out in in soft/loose soil complete all as specified and as directed.

All as per item No 36.00 above but in hard/dense soil not exc 1.5 mtr in deep complete all as specified and as directed.

All as per item No 36.00 above but in soft/disintegrated rock not exc 1.5mtrs deep complete all as specified and as directed.

M&L for RCC pipes class NP-2 with socketed ends laid and jointed complete with rubber ring joints for 250mm bore complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water is the responsibility of contractor and the rate for the same is seems to be included in the contract)

All as per Sr. item No. 39.00 above but 300mm bore complete all as specified and as directed.

M&L for PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes including forming cradles for 250 mm bore complete all as specified and as directed.

All as per Sr. Item No. 41.00 above but 300mm bore complete all as specified and as directed.

Removing the excavated surplus soils exceeding 50mtr but not exc 250 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and as directed.

M&L for PCC (1:4:8) type D-2 as in foundations, filling in mass concrete etc. complete all as specified and as directed.

Demolition of brick work or stone / boulder masonry, built in cement mortar complete all as specified and as directed.

M & L for solid block masonary exc. 10 cm width blocks of PCC design mix Gde C-5 set in CM (1:6) complete all as specified & directed by Engr-in-Charge.

M&L for PCC (1:2:4) type B-1 using 20mm graded stone agg as in coping, on top of wall, bed blocks, lintel band upto 1.5 mtr span and the like including weathering, slightly rounded or chamfered angles and throating as directed by Engr-in-Charge including use of necessary form work.

M&L for Rendering 15mm thick in cement mortar 1:4 on brick/concrete surfaces finished even and smooth using extra cement with neeru finish complete all as specified and as directed.

Demolition of cement concrete in ground floors and paving not exc 15cm thick (below or above ground level) un-reinforced complete all as specified and as directed.

M&L for precast cement concrete interlocking paver blocks, coloured, glossy finish with any shape and size conforming to IS-15658-2006, 60mm thick, M-35 grade, laid over & including 75mm thick stone dust/grit complete all as specified and as directed.

M&L for 75mm thick PCC 1:2:4 type B1 using 20mm graded aggregate as in hardstanding/approach path etc. complete all as specified & as directed.

M&L for hardcore of broken stone or boulder but n.exc 63mm guage deposited spread, levelled & well rammed including watering to a true surface in layers not exc 25cm thick etc complete all as specified & as directed.

M & L for precast plain cement concrete factory made manhole cover of medium duty, area of each cover n.exc. 0.75 sqm, 100 mm thick with SFRC concreting including groove and hook arrangement for lifting and placing in position and set CM 1:4 and sides covered by MS sheet with necessary collars complete all as specified and directed.

M & L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified & directed by Engr-in-Charge.

Preparation of new plastered surfaces and applying two coats of cement base paint over one coat of primer complete all as specified and as directed.

S&F MS angle iron posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, bolting etc and similar works confirming to Fe-290 Gde E-165 complete all as specified and as directed.

Supply only chain link MS galvanised fencing, size of mesh 75 x 75mm of 3.5mm dia wire complete all as directed by Engr-in-Charge.

Fixing only chain link fencing including line wires any mesh size and type to any type of standards rails straining bolts etc including provision of binding wire complete all as specified and as directed. (Note : Line wire shall be measured and paid seperately as supply only)

Supply only 6mm dia MS round bars as line wire.

Preparing surfaces of steel not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

Preparing of new or previously untreated steel surface of any description over 10cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

S&F MS screw bolts (machine made) with hexagonal or square heads at one ends and screwed the other, or screwed both ends, each screwed end to be fitting with washer and one hexagonal or square nut not exc. 10cm long and dia of shank 16 to 20 mm dia etc.

S&F MS framed work such as framed and hung as gates including pintle hinges, stops, handmade sliding bolts etc with end of bars shouldered and /or riveted or forged into spikes and similar work conforming to Fe-290, Gde E-165 complete all as specified and as directed.

Takshashila electricals