PROVN OF RECONSTRUCTION OF SEWAGE LINES AND SEPTIC TANKS OF BLDG NO. T-27, T-28, P-108 AND T-34 POTHA OF HQ 6 SECT RR CAMP UNDER AGE(I) CIF(R).

Amount

Excavation 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 any type of soil, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc 25 cm in any type of soil complete all as specified and directed.

Removing surplus spoil to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.50m from the starting point, all as specified .

Demolition of Brickwork or stone/ boulders masonry built in cement or cement lime mortar incl all quions, arches, pillars, etc but excluding ashlar facing, dressed stone work and precast concrete articles, M&L Brickwork with old size subclass 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 all as specified.

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

Demolition of cement concrete (reinforced) of any description and in any positiion specifically provided for complete all as specified and directed by engineer-in-charge.

M & L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as foundation filling and mass concreate, complete all as specified and directed.

M & L for PCC 1:3:6, Type- C-1 (using 20mm graded crushed stone aggregate) as in surface channels & drains, complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete , using extra cement , including forms , moulds, mitred/ stopped ends etc. all as specified.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil /strata complete all as specified.

M&L PCC 1:5:10, type E-2, (using 40mm graded crushed stone aggregate) in foundation filling/sunken floor and mass concrete, all as specified.

M&L paver coloure tiles of size 300x300mmx20mm thick or equivalent size as in machine pressed set ,jointed and pointed in neat cement slurry and with grey cement and no pigments over and including screed bed 15 mm thick in CM 1:6 complete all as directed by engineer in charge.

M & L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in coping, band, bed plates and similar items including weathering slightly rounded or chamferred angles and throughting, complete all as specified and directed.

M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed.

Rendering 15 mm thick on stone masonry or surfaces other than fair faces of brick work in cement mortar 1:4, finishing the surfaces even and smooth without using extra cement complete, all as specified and as directed.

M & L for precast reinforced cement concrete 1:2:4, type B-1 (using 20 mm graded crushed sotne aggregate) as in cover slab and similar articles including necessary moulds/form work set in Cement mortar 1:4, complete all as specified and directed.

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

M&L for cement concrete bed to 150 mm bore of drain pipe type D-2 ,1:4:8 (using 20mm graded aggregates) incl cradles including necessary moulds/form work etc, complete all as specified and directed.

S&F, for 150 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and directed.

M&L for Cleaning/dewatering/bailing out of existing septic tank/soakage well/manholes/lines and de-sluding /de-watering of septic tank and soakage well of any size and depth by removing the manhole covers of any type / size and cleaning by means of hydraulic jet pressure/pumping machine as requierd making it fully functional to the entire satisfaction of Engr -In- Charge at site, from manholes and well flushing with water after cleaning including getting out sludge if any and liquid materals from connecting manholes deposited in sewar line removing the solids and sludge to any distance and reinstating the manhole cover to its oiginal postion (cost of removal of sludge/liquid material from sewage lines and manholes in same line is incl. in rate of this item complete all as specified and directed . The sludge shall be carried away in seawage carring tanker of minimum capacity 1500 litre

On site CONVENTIONAL type LLDPE septic tank designed to carry sewage and sullage water, excavation in any type of soil, 150 mm thick PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for capacity of 5500 ltr, complete all as specified and directed.

On site CONVENTIONAL type LLDPE septic tank designed to carry sewage and sullage water, excavation in any type of soil, 100 mm thick PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for capacity of 3000 ltr,complete all as specified and directed.

Construction of Soakage well of size 1.8m dia and 3.0m effective depth in excavation in any type of soil foundation in PCC 1:3:6 , walls of honey combed and solid brick work in CM 1:4, RCC M-25/SFRC cover slab filling with bats as shown in drg No TD CE/TD-1202/2003 sheet No 1/2 and 2/2 dt 09.10.2003, complete all as specified in drg, complete all as specified and directed. Note : Rate quoted shall deemed inclusive of dewatering during construction if met with.

Construction of Soakage well of size 1.2m dia and 3.0m effective depth in excavation in any type of soil foundation in PCC 1:3:6 , walls of honey combed and solid brick work in CM 1:4, RCC M-25/SFRC cover slab filling with bats as shown in drg No TD CE/TD-1202/2003 sheet No 1/2 and 2/2 dt 09.10.2003, complete all as specified in drg, complete all as specified and directed. Note : Rate quoted shall deemed inclusive of dewatering during construction if met with.

Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II) Amount of ₹ 750.00 during AOC Note:- Tenderers shall not quote for this Schedule

MEHTA OM PARKASH

VIKAS ENTERPRISES

M/S KABIR CHOUDHARY

M/S MANHAS ENTERPRISES

SUNIL KUMAR SANGEET KUMAR AND SONS

M/s Rahat Traders