GE863/EWS-T-44 OF 2023-24

Amount

Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete, all as specified and directed.

Demolition of Re-inforced Cement Concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed.

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

Demolition of PCC block masonary built in cement mortar including all quions, arches,pillars etc but precast concrete block walling complete all as specified and directed

Demolition and breaking up drain pipes 150 mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete, all as specified and directed.

Demolition and breaking up drain pipes 200 mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete, all as specified and directed.

Demolition and breaking up drain pipes 300 mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, complete, all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil, complete, all as specified and directed.

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil , complete , all as specified and directed.

Excavating over areas, exc 1.5 m deep but n. exc 3.0 m and getting out in hard/dense soil , complete , all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil, complete, all as specified and directed.

Removing surplus excavated material (SOIL) to distance not exc. 100 m and depositing where directed at a level not exc. 1.50 m above the starting point, complete, all as specified and directed.

M&L for Plain Cement Concrete (1:4:8) type D-2 using 40mm well graded stone aggregate as in foundation, filling in mass concrete etc complete all as specified and directed.

M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:4),complete, all as specified and directed.

M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in (cement mortar 1:4), but EXCEPT STONE, complete, all as specified and directed. Note:- The serviceable stone shall be used as obtained from item No 03.00 here in before.

M &L for Pre-cast cement concrete, type C1 (1:3:6), using 20mm well graded stone aggregate as in block masonry with solid blocks, exc 10cm in width and setting in cement mortar (1:6), complete, all as specified and directed.

M & L for rendering 15mm thick on fair faces of brick/concrete/PCC Solid Block Masonry surfaces in cement plaster (1:3) using WPC (WPC to be measured and paid separately) and finished even and smooth (without using extra cement), complete, all as specified and directed.

M & L for rendering 15mm thick on fair faces of stone Masonry surfaces in cement plaster (1:4) using WPC (WPC to be measured and paid separately) and finished even and smooth (without using extra cement), complete, all as specified and directed.

Supply only Liquid integral water proofing compound, complete, all as specified and directed. Note :- Water proofing compound used as per manufacture instruction.

M&L for PCC 1:2:4 type B-1 using 20mm well graded stone aggregate for coping, parapaet, thrust block and other similar items, complete, all as specified and directed.

M&L for precast RCC 1:2:4 type B-1 using 20 mm well graded stone aggregate as in cover slab (for man holes etc.) and baffle wall, drain cover etc and like , set in cement mortor (1:4) incl necessary form work, complete, all as specified and directed.

M & L Providing reinforced cement concrete (nominal mix)in slabs supported on walls, beams and columns; in floors, roofs, landings balconies, canopies, deck slabs and in shelves and the like Cement concrete B1 type, 1:2:4 mix (using 20 mm well graded stone aggregate), complete, all as specified and directed.

S & F clamps, bands, straps, rungs, hold fasts, hook, washer & similar small articles conforming to Fe-290 Gde-E-165, complete, all as specified and directed.

M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete, all as specified and directed.

M & L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete, all as specified and directed.

M & L for use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)complete all as specified and directed.

M&L for Form work to edges of concrete flats, treads, breaks in floors, widnow cills, RCC bands in walls horizontal or sloping and similar work not exceeding 10 cm wide rough finished, complete, all as specified and directed.

M&L for loose filling with broken bricks aggregate of gauge 80 to 150 mm in soakage well, complete, all as specified and directed.

M&L for 150mm bore salt glazed stoneware drain pipes Grade 'A' including connecting fittings, laid in trenches and jointed, complete, all as specified and directed.

M&L for 200mm bore salt glazed stoneware drain pipes Grade 'A' including connecting fittings, laid in trenches and jointed, complete, all as specified and directed.

M&L 200mm internal dia reinforced concerete pipes, class NP2, laid and jointed complete with collars and jointed, complete, all as specified and as directed.

M&L for 300mm bore salt glazed stoneware drain pipes Grade 'A' including connecting fittings, laid in trenches and jointed, complete, all as specified and directed.

M & L for Plain cement concrete 1:3:6 type C-2 using 40 mm well graded stone aggregate as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipe after they are laid and tested, complete, all as specified and directed.

M & L for Plain cement concrete 1:3:6 type C-2 using 40 mm well graded stone aggregate as in bed to drain pipes of 200 mm bore including packing under and haunching against the sides of pipe(SGSW or NP2) after they are laid and tested, complete, all as specified and directed.

M & L for Plain cement concrete 1:3:6 type C-2 using 40 mm well graded stone aggregate as in bed to drain pipes of 300 mm bore including packing under and haunching against the sides of pipe after they are laid and tested, complete, all as specified and directed.

S&F in repair PVC (SWR ), pipes of 110 mm dia single socketed , in any length with rubber ring joints ,fixed to walls with MS clamp, complete, all as specified and directed .

S&F in repair PVC (SWR ), pipes of 75 mm dia single socketed , in any length with rubber ring joints ,fixed to walls with MS clamp, complete, all as specified and directed .

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

S&F in repair PVC (SWR ), pipes of 75 mm dia single socketed , in any length with rubber ring joints , laid in trenches or in floor, complete, all as specified and directed .

S&F PVC(SWR) branch pieces single socketed 'Y' equal or unequal 110 mm dia, complete, all as specified and directed.

S & F 110 mm dia. PVC (SWR) bends any radius, complete, all as specified and directed.

S & F 75 mm dia. PVC (SWR) bends with access door any radius, complete, all as specified and directed.

M &L for 75 mm thick, plain cement concrete 1:3:6, type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope as in plinth protection including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/ 25 & two parts heated sand (by volume), surface finished even and fair without using extra cement, complete, all as specified and directed. Note: The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12 mm.

Cleaning / desludging of existing septic tank of any capacity and any depth including taking out and removing sludge and accumulated solids / semi solid contents in closed container at a place 500 m away from defence land and burried in ground including necessary excavation, earth work and spreading of spreading of bleaching powder complete all as specified and as directed. Note :- (i) The cubic contents of sludge will be measured after drying the sludge as mentioned at Para 11.1 in particular specification and no extra cost for necessary excavation and refilling with excavated soil over the sludge and spreading of bleaching powder shall be paid and quoted rate shall be deemed to be included for this provision. (ii) The cleaning of septic tank shall be carried out mechanically using apropriate technological appliances.

Net Contract Sum will be after deducting Sch Of Credit of Rs. 22,200.00

MRITUNJYA ASSOCIATES

JAMDAGNI ENGG WORKS