REPAIRS TO SEWAGE, DRAIN AND BOUNDARY WALL IN THE AREA OF AGE B/R II UNDER GE (N) AHMEDNAGAR

Amount

Excavation in treanches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells exc 10 sqm on plan and getting out in soft/loose soil etc complete all as specified and directed by Engineer-in-Charge

All as per item No 1 (here-in-before) but depth exc 1.50 m and not exc 3.00 m etc complete all as specified and directed by Engineer-in-Charge

Excavation in treanches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells exc 10 sqm on plan and getting out in hard/dense soil etc complete all as specified and directed by Engineer-in-Charge

All as per item No 3 (here-in-before) but depth exc 1.50 m and not exc 3.00 m etc complete all as specified and directed by Engineer-in-Charge

Returning, filling in excavated material (soil) including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil etc complete all as specified and directed by Engineer-in-Charge

Removing surplus excavated soil to a distance not exc 50 m and deposited where directed at a level n.exc 1.5 m above the starting point etc complete all as specified and directed by Engineer-in-Charge

Demolition of brickwork or stone bouilder masonary built in cement mortar or lime mortar complete all as specified

M & L for brickwork with fly ash modular brick, straight or curved on plan exc 6m mean radius, built in built in cement mortar 1:6

M & L for pre-cast cement concrete solid blocks, exc. 10 cm in width type D-0 1:5:10 using 20 mm graded aggregates and setting in mortar 1:6 including demolition complete all as directed.

M&L for U shaped precast RCC drain, type light, Internal size 300 x 300 mm and outer 440 x 370 mm, fixed over PCC with 20 mm cement slurry, complete all as specified and directed by Engineer in Charge.(Excluding reinforcement)

M&L for precast drain over U shaped precast RCC drain, type light, Internal size 300 x 300 mm, complete all as specified and directed by Engineer in Charge.(Excluding reinforcement)

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

M&L for Precast RCC Coulmn & Plate in M-20 gade (Column-150X150mm with 4 Nos Main bars of 6mm dia) and (Plate- 1800X300X75mm with 4Nos of wire of 4mm dia) including Fitting, distance between two column n exc 1.8Mtr and additional column reqd for each corner etc complete all as specified and directed. (Including reinforcement cutting, binding, fabrication)

M&L RCC (Nominal Mix) 1:2:4 type B-1 using 20 mm graded aggregate as in foundation, includings rafts footings ,foundation beams,plinth beams bases for columns etc complete all as specified and directed

M&L MS TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including annealed MS wire not less than 0.90 mm dia as required and as directed by Engineer-in charge.

M&L MS TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including MS wire (annealed) not less than 0.90 mm dia as in stirrups spaces, binders and nibs etc. complete.

Formwork to sides of concrete foundations, footings,bases of columns,raft beam plinth beam flat rough finished surfaces of concrete etc complete all as specified and directed

Taking down cement mortar plaster on brick or stone walls, raking out joints, hacking for key complete all as directed

M&L for rendering, 10 mm thick on brick / concrete surfaces in cement mortar 1:6 surfaces finished even and smooth without using extra cement

M&L for rendering, 15 mm thick on stone/brick/concrete surfaces in cement mortar 1:4 finished even and fair without using extra cement complete all as specified and directed.

M & L for plain Cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge

M & L for PCC (1:2:4) type B1 using 20mm graded stone aggregate as in surface channels, drain and similar works etc complete all as specified and directed by Engineer-in-Charge

M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc

Demolition of cement concrete (un-reinforced) in ground floor & paving n.exc. 15cm thick below or above ground level.

Dismantling, Stone slabs and tiles laid bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified.

Material and labour for 60 mm thick, PCC pavers interlocking tiles of glossy finish, with grey cement and no pigment ,any shape & size conforming to IS 15658 of 2006. M-35 grade made up with 12.5mm graded mechanically crushed stone aggregates, factory made over and incl 30mm thick sand cushioning and joints filled with fine sand incl leveled with plate vibrator & sweeping etc complete all as specified and directed.

M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment, machine pressed, factory made, set, jointed and pointed in neat cement slurry in floors over and including screed bed 15mm thick in cement mortar 1:6 complete all as specified.

M& L for 40 mm thick rough dressed Shahabad stone as in floor etc over and incl 15 mm thick screed base in CM 1:6 and pointed in CM 1:3.

M/L for providing 75mm thick PCC 1:3:6 type C2 using 40mm graded stone aggregate as in plinth protection

M&L 100 mm thick PCC type B- 2, using 12.5 mm graded stone aggregate as in hard standing complete all as specified and directed.

M/L for providing 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base complete all as directed.

Cutting out of shrubs, kerbs and small plants of stem n exc 30 cm girth measured 1 m above average ground level including cutting of grass and removing rubbish material like branches, leaves, grass and garbbage to clear the alignment of existing seage /drainage line to make site workable condition and making good the disturbed ground complete all as directed

M&L for 100 mm bore SGSW drain pipe grade 'A' laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line/manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site etc complete all as specified and directed by Engineer-in-Charge

All as per item No 33 (here-in-before) but 150mm bore pipe

M&L for 150mm bore Reinforced cement concrete pipe, type NP-2 laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site complete all as specified and directed.

All as per item No 35 (here-in-before) but 200mm bore pipe

All as per serial item No 35 above but 300mm dia RCC pipe

M&L for cement concrete bed to 100mm bore pipe including packing under and hauching against the sides of pipe in PCC (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates,,after they are laid and tested in etc complete all as specified and directed by Engineer-in-Charge

All as per item No 38 (here-in-before) but 150mm bore pipe

All as per item No 38 (here-in-before) but 200mm bore pipe

All as per item No 38 (here-in-before) but 300mm bore pipe

Cutting into existing manhole for connecting new drain 100 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 using graded stone aggregates, smooth finished and as required for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge

All as per item No 42 (here-in-before) but for 150mm internal dia of pipe.

All as per item No 42 (here-in-before) but for 200mm internal dia of pipe.

All as per item No 42 (here-in-before) but for 200 to 300mm internal dia of pipe.

Supplying and fixing precast manhole cover (LD) of size 12" x 36" made up of steel fibre reinforced concrete M-30 grade as per IS etc complete all as specified and directed by Engineer-in-Charge Note : Make and material shall be as approved by GE.

All as per item No 46 (here-in-before) but of size 12" x 48" etc.

Cleaning of sewage pipe line (RCC / SGSW) by mechanical means such as Rottary cutter etc incl removal of roots inside the pipe etc, including rodding manually or mechanically from manhole to manhole and removing the waste materials / sludge disposing to a distance n exc 50 m and burying in borrow pits and covering with mud all as directed of any diameter of pipe etc complete all as specified and directed by Engineer-in-Charge Note:- (i) Contractor shall take all Precantionery measures during cleaning of sewage line / septic tanks etc. (ii) Contractor shall provide First Aid box, shoes, hand gloves, mask & required clothing to the workers at site. (iii) It shall be the responsibility of Contractor that if any mishap happens at site, Govt shall not be liable to pay any type of compensation.

Cleaning/desludging of existing Manhole/septic tank of any capacity/sump well of any dia and depth incl taking out sludge in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc, cleaning the premises using chlorine powder etc complete all as specified and directed by Engineer-in-Charge

S&F of 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls

S&F of 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls

S&F of 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors

S&F of 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors

S&F of 110mm bore PVC (SWR) bends any radius

S&F of 75 mm bore PVC (SWR) bends any radius

S&F of 110mm bore PVC (SWR) branch piece single (single Y) equal or unequal

S&F of 110 mm bore PVC (SWR) bends with access door

S&F of 75 mm bore PVC (SWR) bends with access door

Ms. D.G. SHIRKE

OM SAI ASSOCIATES

M/s. R. R. ASSOCIATES

Ms. M.D. Auty

M/S VISHWAJEET SHANKARRAO KULKARNI

M/S. AMERHAMZA GULAB SHAIKH

M/s.D.K.ALKUTE