SRW TO SEWAGE LINE, SEPTIC TANK, SOAKAGE PIT, DRAINS AT VARIOUS LOCATION IN MCTE UNDER GE (MCTE) MHOW

Amount

Demolition of cement concrete unreinforced in Ground floor & paving n.exc 15cm thickness and removal of debris from site complete all as specified.

Demolition of brick work built in cement mortar in any position and removing rubbish off the premises within 50m complete all as specified.

Taking down cement plaster any description built in cement mortar, complete all as specified.

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m deep for foundation etc or shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified.

Excavation over areas, n exc 1.5m deep and getting out and add for each additional 1.5 m or part of in depth beyond the first 1.5 m, in any type of soil complete all as specified.

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.

Removing excavated soil to a distance n exc 50M & depositing where directed at a level n exc 1.50M above the starting point complete all as specified.

Demolition/ breaking up damaged SGSW/ RCC pipe of any position of internal dia of pipe 150mm including demolition of PCC, and removing dismantled material at a distance n exc 50 m complete all as specified.

All as per item No. 8 above 200/225mm internal dia of pipe complete all as specified.

M &L for concrete bed PCC 1:3:6 type C-2 using 40mm graded stone aggregate to drain pipe 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested including removal of debris outside MD land complete all as specified. Note : Thickness of bed below the barrel of pipe 10cm for pipe 100mm and 150mm dia, 15cm for 200mm dia & over

M &L for concrete bed PCC 1:3:6 type C-2 using 40mm graded stone aggregate to drain pipe 200/ 225mm bore including packing under and haunching against the sides of pipes after they are laid and tested including removal of debris outside MD land all as specified and directed. Note : Thickness of bed below the barrel of pipe 10cm for pipe 100mm and 150mm dia, 15cm for 200mm dia & over

M&L for 150 ID/170 OD MM dia DWCPE SN-8 pipes premium quality single soceted in length with joints laid in trenches or in floors including all necessary fitting, joints etc, all as specified and directed complete all as specified.

Supplying and laying salt glazed stone ware drain pipe grade A 150mm bore laid on concrete bed and jointed in neat cement slurry, testing including necessary extra joints, waste & cutting complete all as specified and directed.

M&L for 200 OD/170 ID MM dia DWCPE SN-8 pipes premium quality single soceted in length with joints laid in trenches or in floors including all necessary fitting, joints etc, all as specified and directed complete all as specified.

M&L for Brickwork with modular sub class 'B' bricks, straight or curved on plan exceeding 6 M mean radius in built in cement and sand mortar 1:4 complete all as specified.

M&L for Brickwork with modular sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement and sand mortar 1:4 complete all as specified.

M&L for precast cement concrete 1:2:4 type B1 as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified.

S & F TMT bars 10mm 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 0.9mm dia or securing with clips complete all as specified.

S & F TMT bars 6mm to 8mm, 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 0.9mm dia or securing with clips complete all as specified and directed.

Dismantling Brickwork or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified.

M&L for Brickwork with modular sub class 'B' bricks (EXCEPT BRICKS), straight or curved on plan exceeding 6 M mean radius in built in cement and sand mortar 1:6 complete all as specified. Note :- Bricks except from dismantled of brick masonary

M & L for 15mm thick rendering in CM (1:4) on other than fair faces of brick work finished even and fair without using extra cement complete all as specified.

Disludging Man Holes by taking out sludge and foregin materials and excavating a pit of appropriate size depositing sludge in the pit and covering with 30 cm thick layer of soil to cover the sludge including removing surplus soil where directed by Engineer-in-Charge including sprinking of bleaching powder over the pits. (Depth of manhole upto 2 Mtrs), complete all as specified.

Cutting into existing manhole for connecting new drain pipe of 150mm bore and making good to pipe and rendering disturbed surface where drain pipe have been insereted cutting out existing benching for forming branch channel (1/2 round or 3/4 section as required) in cement concrete 1:2:4 type B1 and finished the surface even and smooth and reforming benching, complete all as specified.

Cutting into existing manhole for connecting new drain pipe of 200/ 225mm bore and making good to pipe and rendering disturbed surface where drain pipe have been insereted cutting out existing benching for forming branch channel (1/2 round or 3/4 section as required) in cement concrete 1:2:4 type B1 and finished the surface even and smooth and reforming benching, complete all as specified.

Cleaning of septic tank of any capacity by mechnical means including vaccume suction, taking off suitable capacity fitted with vaccume sunction pump of capacity not less than 15 cum/hr and deposited the sludge and water outside the MOD land complete all as specified and directed upto entire satisaction of Engr-in-charge.

Demolition of RCC of roof, beams, landing, chajja, cover slab and similar suspended work complete all as specified.

M&L for RCC 1:1.5:3, Type A 1 Nominal mix (using 20mm graded aggregate) for slabs supported on walls, beams and column in floors, roofs landings, blaconies, canopies, deck slabs complete all as specified.

M&L for form work to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 10cm wide and sides of RCC/ PCC bands in walls, horizontal or slopping and similar works fair finished concrete surface complete all as specified.

M&L for form work to soffits of suspended slabs such as flat or curved roof slabs, floor slabs n exc 200mm thick finished fair or curved concrete surface complete all as specified.

Dismantling of interlocking tile laid bedded and pointed in cement mortar, of any description or thickness in floors, aprons, pathway etc. complete all as specified and directed.

S&F machine pressed precast concrete 60mm thick glossy interlocking paver block (Except interlocking tile) M-35 Grade to IS 15658-2006, with grey cement and no pigment laid dry on sand not less than 40mm thick, interstices filled in floors/ pathway complete all as specified. (Note : Sand cushioning shall be measured and paid separately).

M & L for sand filling under floors or interlocking tile or in foundation including watering and consolidation complete all as specified and directed

M & L for cement concrete 1:4:8, type D2 using 40mm graded aggregate for in foundations, filling and mass concrete etc complete all as specified.

S&F Frame work rolled sections as in angle distances pieces, cleats etc complete all as speified and directed of grade FE-410, (gde-E-250) quality complete all as specified.

M & L for cement concrete type C-2, 1:3 :6 mix (using 40mm graded stone aggregate) in foundation of surface channels of drain and base of manhole, complete all as specified.

M & L for cement concrete type B-1, 1:2:4 mix (using 20 graded stone aggregate) as in benching including necessary formwork.complete all as specified.

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

M & L for cement concrete type B-1, 1:2:4 mix (using 20mm graded stone aggregate) in bed blocks, coping etc; including necessary formwork complete all as specified.

Dismantling of cast iron/ pvc pipes jointed in cement mortar 100/110mm bore complete all as specified.

Dismantling of cast iron/ pvc pipes jointed in cement mortar 75mm bore complete all as specified.

S&F PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fix to wall complete all as specified.

S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fix to wall complete all as specified.

S&F PVC (SWR) Bends (any radius), diminishing pieces or tapers, bore of pipe 75mm, complete all as spcified.

S&F PVC (SWR) Bends (any radius), diminishing pieces or tapers, bore of pipe 110mm, complete all as spcified.

S&F PVC (SWR) Branch pieces, double (double Y) equal or unequal of pipe 75mm bore complete all as spcified.

S&F PVC (SWR) Branch pieces, double (double Y) equal or unequal of pipe 110mm bore complete all as spcified.

M&L for PCC 75mm thick type B2 (1:2:4) (using 40mm graded stone aggregate) in plinth protection, joints should be filled with bitumen primer etc, complete all as specified.

M&L for plain cement concrete type D-2, 1:4:8 mix (using 40mm graded stone aggregate) as in bed to drain pipes of 300mm bore including packing under and haunching against the sides of pipes after they are laid and tested as specified.

S & F 300mm bore reinforced concrete pipes, class NP-2, laid and jointed including testing, with collers complete all as specified and directed.

Demolition of stone slabs/ paver block, interlocking tile etc of any description or thickness in floors/ walls laid bedded and pointed in any mortar etc. complete removal of debris outside MD land, complete all as specified.

M&L for PCC 75mm thick 1:4:8 type B2 using 40mm graded stone aggregate as in sub- base finishing the surface rough to receive tilies complete all as specified.

M&L for Cement concreat type B-0 (1:2:4) using 12.5mm graded stone aggregate 25mm thick finished surface rough to receive tiliing all as specified and directed.

M&L for pre polished coloured cement concrete chequred tile of approved quality size 250 x 250 x 25mm thick on floors over and including 20mm thick screed bed CM 1:6 set and jointed in neat cement slurry and pointed with colour to match th tiles complete all as specified and directed.

M&L for 60mm thick, M-35 grade PCC interlocking glossy tiles (rubber moulded and colour chemical coated) of size and shape as approved (ISI- marked), laid over dry sand cushion (sand not less than 40mm thick) interstices filled in floors/ pathway and filling outer edges with PCC 1:2:4 type B0 upto full thickness of tiles complete all as specified. (Rate quoted shall deem to be included for filling outer edges with PCC)). (Note:- Sand cushion shall not be measured and paid separately)

Goyal Construction (BID ID -3273310)

Sameer Auto Engineers (BID ID -3273495)