REPAIRS AND MAINT OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, DESILTING OF SEWAGE TANKS ETC IN AOR OF AGE B/R-II UNDER GE (N) AHMEDNAGAR

Amount

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

Surface dressing n exc 15 cm deep and removal of wild growth / shrubs, roots, incl spraying of deweeding chemical 1 m wide on each side, along sewage line etc complete all as specified and directed by Engineer-in-Charge Note:- (i) Payment for removal of wild growth shall be made once upto completion of subject work. (ii) Contractor shall be responsable to keep the site clean upto completion of the work and no payment shall be allowed after words for the stretch paid in above item.

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

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground

Dismantling fencing wire mesh, any type as approved by GE,

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc.including provission of binding wire

Supply only Chain link mild steel galvanisd fencing, any size or type

M&L for Providing reinforced cement concrete 1:2:4 type B-l (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 sq. cm but n exc 250 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed

M&L for mild steel work in fencing posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron\ fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165

S&F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)

M&L Preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of zinc primer

Removing blockage from water closet, floor or gully or Nahani trap and bends by rodding thoroughly and pouring water under pressure and cleaning, clearing the drainage to efficient and smooth flow of sludge/ waste water all as specified and dircted by Engineer in charge. Note:- (i) Contractors superviser will report on all working days along with two safaiwala and printed contractors firm and name complaint slip book at 0830 hrs at B/R-II to recieve complaints for blockage and to submit completion report on the same day by 1700 hrs (ii) Printed complaint slip book, area wise as per format approved by Engineer In Charge shall be provided and maintained by contractor. (iii) Rate quoted above shall be deemed to include the cost of T&P, equipment , safetey device along with sufficient labour to full fill the requirement to the entire satisfaction of Engineer-in-Charge (iv) If there is any major blockage in sewer line / spetic tank for which additionalSafaiwalas and special T&P is required, same shall be provided by contractor without extra cost to Govt . Therefore contractor is adviced to visit the site before quoting the rates in tender. (v) In the event he fails to attend the complaint recovery @ Rs. 1000 per day shall be levied from the amount due to the contractor.

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

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

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 Brick work with flyash modular bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:6)

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

Supply only integral water proofing compound etc complete all as specified and directed by Engineer-in-Charge

Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified.

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

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 cement mortar 1:6 and pointed in cement mortar 1:3.

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.

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 1:3:6 type C2 using 40mm graded stone aggregate as in plinth protection

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 36 (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 38 (here-in-before) but 200mm bore pipe

All as per serial item No 38 above but 300mm dia RCC pipe

M&L for cement concrete bed to 100mm bore pipe including forming cradles in PCC (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates, complete all as specified and directed by Engineer-in-Charge

All as per item No 41 (here-in-before) but 150mm bore pipe

All as per item No 41 (here-in-before) but 200mm bore pipe

All as per item No 41 (here-in-before) but 300mm bore pipe

M&L for precast cement 1:2:4 type B1 (Using 20 mm graded stone aggregate)conrete works in man hole hoods for central sewage lines/ Slab covers set in cement mortar 1:4

M&L for Mild steel 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

Ditto but 5-10 mm TMT bars

Supplying and fixing precast manhole cover (LD) of size 12" x 12" 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 48 (here-in-before) but of size 18" x 36" etc.

All as per item No 48 (here-in-before) but of size 24" x 36" etc.

Supply and fixing precast Hume Pipe septic tank of capacity 10 users including necessary excavation and earthwork in any type of strata etc complete all as specified and directed by Engineer-in-Charge Note : (i) Septic tank shall be kept minimum 15 cm below GL and shall be laid according to slope of sewage line. (ii) Make and material shall be as approved by GE.

All as per item No 51 (here-in-before) but septic tank of capacity 25 users.

All as per item No 51 (here-in-before) but septic tank of capacity 50 users.

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 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 by means of sewage sucking machine or by way of any other suitable means and removing the sludge outside MD land by any means including writing the date of cleaning with white paint on black background of size 150x200 mm etc complete all as specified and directed by Engineer-in-Charge

S&F in repairs vitreous China white squatting pan, Orissa pattern of size 580 X 440 mm width with integral foot rest set in cement concrete including flush pipe and connecting to trap / flushing cistern etc complete all as specified and directed by Engineer-in-Charge. Make :- Cat Part No C0117 of Parryware or Cat Part No 20042 of Hindware or equivalent make as per list of makes mentioned in appendix `C

Supply and fixing vitreous china wash down water closet (Pedestal pattern) white including fixing bolts with and including plastic water closet seat cover closed pattern with flat bottom and cover and MSCP almn hinges device complete connecting to 'P' or 'S' trap all as directed. Make:-Petite series Cat part No C0287(S)/88(P) Incl seat cover Cat part No E8309 of Parryware or equivalent in Hindware

M&L coloured Glazed ceramic tiles in vertical surface 400X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick backing coat in cement mortar (1:4) set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile etc complete all as specified and directed.

Material and labour for Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc laid over and including screed bed 15 mm thick in cement mortar 1:6 set and jointed with white or coloured cement to match complete all as specified and as directed.

M&L for special treatment to sunken slab floor incl WC trap etc including cleaning and preparing the surface area for carrying out membrane water proofing treatment, then injection grouting the weak areas on the concrete surface with cementitious grout and applying 10mm thick cement plaster in cement mortar 1:4. Then providing and laying Mineral Top APP (Atactic Polypropylene Polymer) modified prefabricated 5 layer 4mm thick water proofing membrane, black finished reinforce with non woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 Litre per Sqm by the same membrane manufacturer of density at 25ºC, 0.87-0.89 Kg per litre and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc and preparing the surface complete. and providing PCC 1:5:10 type E2 using 40mm graded mechanically crushed stone aggregates in sunken slab and 75mm thick PCC 1:4:8 type D2 using 40mm graded mechanically crushed stone aggregates as base, 40mm bore GI pipe, light grade of length not less that 50 cm as spout, non-skid glazed tiles as per existing pattern/size/tint with and incl WC vitreous china squatting pan 580x440mm with integral footrests/pedestal pan incl seat cover, white, area of WC n exc 1.50 Sqm etc after dismantling the existing sunken floor etc complete all as specified and directed by Engineer-in-Charge Note : Work has to be carried out strictly by the authenticated applicator of the manufacturer and as per manufacturers specification as approved by GE.

M/s AG PATHAN

M/s.D.K.ALKUTE