REPAIR TO BITUMINOUS ROAD IN MD ACCN AND TECH AREA AND REPAIRS AND CLEANING OF SEWAGE LINE MANHOLE SEPTIC TANKS FILTER BED SOAK WELL DRAIN COVER COMPOUND WALL ETC IN NCAT TECH AND RESIDENTIAL AREA AT VRDE AHMEDNAGAR

Amount

Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces of roads, paths etc cutting around edges to at least 25 mm in depth, making good by applying tack coat of 5 kg per 10 sqm putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exc 30 mm complete all as specified.

Preparing surfaces of black top surfaces by brushing with wire brushes for removing caked mud of surfaces etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on black top surfaces.

M & L for applying evenly a priming/tack coat with paving bituminous primer @ 5 kgs per 10 sqm on black top surfaces complete all as specified and directed.

M & L for bituminous premixed dense asphaltic concrete 30 mm average consolidated thickness with 6% binder VG-30 content by weight of total mix rolled and compacted to required camber and gradient complete all as specified and directed by Engr-in-Charge

M & L for premixed bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) using paving bitumen of VG-30 grade any penetration as binder 4% by weight of total mix complete all as specified and directed by Engr-in-Charge.

M & L for preparation of surfaces of roads and applying 3.00 mm thick road marking strips (refrorefective paint) of specified shade/colour using hot thermoplastic material by full automatic thermo plastic paint applicator machine shifted. Note :- The design of dense asphaltic concrete from approved institute will be include in the rate.

S & F Road cat eye of ABS material (with nail) of size 100 x 100 x 20 mm with GOGIA PLASTICS including taking out old unserviceable cat eyes all as specified and directed.

Demolition of brick work or stone/boulder masonry built in cement mortor including all quoins, arches, pillars etc but excluding ashlar facings and dressed stone work all as specified and directed.

M&L brick work with sub class ‘B’ class straight or curved or plan exc 6 m mean radius built in cm (1:6) all as specified and directed

Taking down cement or cement lime plaster on brick or stone walls etc, including raking out joints, hacking for key, scrubbing with water etc of any description.

M & L for rendering 15 mm thick in cement plaster on brick or concrete surfaces of wall in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level)

M & L for PCC ( 1:4:8) type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete.

M & L for PCC ( 1:2:4) type B2 using 40 mm graded stone aggregate as in surface channels and drains.

M & L for PCC ( 1:3:6) type C1 using 20 mm graded stone aggregate as in coping including necessary form work.

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.

Add or deduct for each 25 mm girth or part thereof over or under 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for.

M & L for mild steel deformed or twisted bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for coloumns, hooking ends and binding with mild steel wire (annealed) not less than 0.90 mm dia or securing with clips.

M & L for precast cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in landings, cover slabs (for manholes etc) sheleves and similar articles with plain faces and set in cement mortor 1:4 complete all as specified and directed.

Cleaning of choked sewer lines of 100 mm dia of any depth manually or through mechanical appliances and making sewer line functional, complete including working under, foul condition and depositing the sludge, rubbish etc off the premises at an isolated place not exc 2 KM distance complete all as specified and directed.

Cleaning of choked sewer lines of 150 mm dia of any depth manually or through mechanical appliances and making sewer line functional, complete including working under, foul condition and depositing the sludge, rubbish etc off the premises at an isolated place not exc 2 KM distance complete all as specified and directed.

Cleaning of choked sewer lines of 200 mm dia of any depth manually or through mechanical appliances and making sewer line functional, complete including working under, foul condition and depositing the sludge, rubbish etc off the premises at an isolated place not exc 2 KM distance complete all as specified and directed.

Removing/taking away only settled solid sludge from manhole/septic tank and depositing the same in covered vehicle and dispose it to out side MD land and burying the same all as specified and directed by Engr-in-Charge

Excavation in trenches not exceeding 1.50 mtr wide and not exceeding 1.50 mtr depth for foundation etc and getting out in hard/dense soil.

Excavation in trenches not exceeding 1.50 mtr wide and exceeding 1.50 mtr and not exceeding 3.00 mtr depth for foundation etc and getting out in hard/dense soil.

Demolition and breaking up 100 mm dia drain pipes (salt glazed ware, AC or Reinforced concrete) set in cement mortor.

Demolition and breaking up 150 mm dia drain pipes (salt glazed ware, AC or Reinforced concrete) set in cement mortor.

Demolition and breaking up 200 mm dia drain pipes (salt glazed ware, AC or Reinforced concrete) set in cement mortor.

M & L concrete bed to drain pipes in cement concrete 1:3:6 type C2 including packing under, and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm dia bore all as specified and directed.

M & L concrete bed to drain pipes in cement concrete 1:3:6 type C2 including packing under, and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm dia bore all as specified and directed.

M & L concrete bed to drain pipes in cement concrete 1:3:6 type C2 including packing under, and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm dia bore all as specified and directed.

M & L for 100 mm internal dia of bore salt-glazed stoneware drain pipes laid in trenches and jointed as specified.

M & L for 150 mm internal dia of bore salt-glazed stoneware drain pipes laid in trenches and jointed as specified.

M & L for 150 mm dia of bore reinforced concrete pipes class NP3 laid and jointed complete with collars all as specified and directed.

M & L for 200 mm dia of bore reinforced concrete pipes class NP3 laid and jointed complete with collars all as specified and directed.

Cutting into existing manholes for connecting new drains of 100 mm dia bore, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required.

Cutting into existing manholes for connecting new drains of 150 mm dia bore, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required.

Cutting into existing manholes for connecting new drains of 200 mm dia bore, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required.

Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick of soils.

Removing excavated materials of soils not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point.

Removing building materials etc., (other than spoil payable under items 03028 to 03031 in section 3 earth work) to a distance of 100 mtr or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination.

MS. A.S. CONSTRUCTION

M/s M R MAHANA

Santosh Popatrao Sarode