8737/GWL/E8 REPAIR TO MANHOLES, SEPTIC TANKS, SOAKAGE WELLS, SEWAGE LINES, DRAINAGE SYSTEM AND OTHER CONNECTED WORKS IN THE AREA AGE B/R -II UNDER GE GWALIOR

Amount

Taking of liquid/solid content from sump/septic tank either manually or by pumping clearing thoroughly including disposal of liquid/solid content out of the Cantt Area ,depositing in pit and covering with layers of earth and taking all precautions against foul/hazzardous gas etc, complete all as specified and directed .

Demolition of brick work or stone/ boulder masonry built in cement mortar or cement lime mortar in existing manholes / septic tank, sumps ,soakage pits including all quoins, arches, pillars etc complete all as specified and as directed.

M&L for Brick work with sub class B bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:6).complete all as specified and as directed.

M& L for Brick work with sub-class `B' bricks, straight or curved on plan to any radius, in half brick work built in cement mortar 1:4 complete all as specified and as directed.

M&L, 10mm thick rendering on any faces of stone, concrete or brick work in CM 1:4 surface finished even and fair complete all as specified and as directed. .

M&L for 15 mm thick rendering in cement mortar (1:4) on brick / concrete/ stone surfaces mixed with water proofing compound as per manufacturer instruction , finished even and smooth without using extra cement complete all as specified and as directed. Note:- Integral water proofing compound shall be measured and paid for separately under respective items.

Supply only integral water proofing compound ISI marked.

M&L,precast cement concrete 1:2:4 type B1 using 20mm graded BT stone agregate including necessary form work as in manholes cover slab etc, set in cement mortar 1:4 complete all as specified and as directed. Note :- Re-inforcement shall be measured and paid for separately under respective items of Sch 'A' here in after

Excavating in trenches in any type of soil , 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 soil complete all as specified and as directed.

Excavating in trenches in any type of soil , n exc 1.5 m wide and exc. 1.5 m in deep and n.exc 3.0m deep for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out soil complete all as specified and as directed.

Returning, filling in, including spreading ,leveling, watering and well ramming in layers n. exc 25 cm with soil complete all as specified and as directed.

Removal of excavated material (soil) to a distance n. exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.

M&L, PCC 1:4:8 type D2 using 40mm graded BTstone aggregate as in concrete bed to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; including necessary form work complete all as specified and as directed.

S&F for reinforced concrete pipes 150mm bore class NP-2 laid and jointed with collar in CM 1:1 complete all as directed by Engr-in-Charge

M&L,in repair 50mm thick rough dressed sand stone as in manholes covers, any shape set and jointed in CM 1:6 complete all as specified and as directed.

M/L for providing PCC 1:3:6 type C2 using (40mm graded stone aggregate) in foundation filling and mass concrete.

M&L ,forming fair finish to drain or channel surface n.exc 30cm inner girth in cement concrete with using extra cement complete all as specified and directed.

M&L,cutting into existing manholes for connecting new drains of 150 mm internal dia of pipe, 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 B-l smooth finished, and reforming benching as required complete all as specified and as directed.

M&L,cutting into existing manholes for connecting new drains of 200 mm internal dia of pipe, 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 B-l smooth finished, and reforming benching as required complete all as specified and as directed.

Dismantaling of rain water / vent / waste pipes, any type any size including all fittings complete all as specified and as directed.

S&F, 110 mm bore PVC (SWR) pipes, single socketed in any length with laid in trenches ,wall and floors. complete all as specified and as directed

S&F, 75mm bore PVC (SWR) pipes, single socketed in any length fixed to walls with necessarycomplete all as specified and as directed.

S&F for 110mm dia PVC(SWR)pipes junction,single (single T/Y ) equal or unequal any radious.with acces door, complete all as specified and directed.

S&F, 110 mm dia PVC (SWR) bends with aceess dor any radius complete all as specified and as directed.

S&F, 75 mm dia PVC (SWR) bends with aceess dor any radius complete all as specified and as directed.

S&F, 110 mm dia PVC (SWR) bends any radius complete all as specified and as directed.

S&F, 75 mm dia PVC (SWR) bends any radius complete all as specified and as directed.

S&F, 75 mm dia, PVC (SWR) junction single (single T) with access door complete all as specified and as directed.

M&L for cutting bushes, wages, hages, rubish etc surrounding/ roof of the buildings ilcluding all necessary levelling / dressing / cutting etc required on ground and removing upto 1.50km from MOD land complete all as specified and directed.

Dismantling floor, hearth or wall tiling of any description and in any position including cement mortar bedding (but not backing) complete all as specified and directed.

M&L for digital glazed ceramic tiles, coloured tiles 300mm x 450mm x 7mm thick on vertical faces ie. as in skirting/dado etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles fix over and including 10 mm thick backing coat in cement mortar (1:3) complete (or match with existing) all as specified and directed.

M&L for non skid ceramic Coloured tiles, 300mmx300mmx 6 mm to 7mm thick, in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match with the colour of tiles, over and including 15 mm thick screed bed or bedding layer of cement mortar( 1:6) (or match with existing) complete all as specified and directed.

S&F, 110 mm bore PVC (SWR) vent cowl, complete all as specified and as directed.

M&L, cleaning blockage by manually or mechanically in sewage line up to 4.5 mtr depth, WC GT, NT, FT & man holes in entire MBL& FAFA ,115 INF BDE UNITS & MISC STN UNIT under AGE B/R-II by engagging min two safai wala for each Zone on all working days from 830hr to 1700 hrs alonng with T&P ie. gum boot, mask, safety device etc. as required for cleaning blockage and keep smooth functional the entire sewage lines including manholes to the entire stisfation of Engineer-in-Charge. Note for sch À'item above (i) Contractor's supervisor will report on all working days along with four safai wala (two for each MBL& FAFA Area, two for 115 INF BDE UNITS & MISC STN UNIT Area ) at 0830 hrs at B/R maintainance cell to receive complaint for blockage and to submit complition report on same day by 1700 hrs. (ii) Printed complaint slip Area wise as per format approved by Engineer-in-Charge shall be provided and maintained by contractor. Cost for the same shall deemed inclusive in the quited rate. (iii) Rate quoted above shall be deemed to incl the cost of adequate T&P, equipment, safety device etc alongwith sufficient labour to full fill the requirement to the entire satifaction of Engr-in-Charge. Any despute related to above shall be resolved by Garrison Engineer and his decesion shall be final, binding and conclusive. (iv) If there is any major blockage in sewer line for which additional Safaiwalas and special T&P is required same shall be provided by contractor without any extra cost to Govt there fore contractor is advice to visit the site before quoting the rate in tender. (v) All sewage blokage complaint must be attended within 24 hrs. any sewage blokage complaint is not clear within 24hr( except and otherwise few major/ Difficult complaint prior intimation/ notice to GE/ Engr In Charge) complasation of Rs.100/- per Day per complaint shall be charged from contractor work done without any prior notice based on Job card i.e. user satisfaction.

S&F, in repair vitreous china wash down water closet pan (pedestal pattern) EWC white or coloured with matching plastic water closet seat, black closed pattern with flat bottam and cover & mild steel cromium plated or a lumining hinging device complete all as specified and as directed.

S&F, in repairs vitreous china squatting pan “Orissa Pattern” of size 580 x 440mm white or coloured with integral foot rest (excluding flushing cistern & flush pipe) including connection to trap and to flush pipes and 'P' or 'S' etc including lime concrete bedding complete all as specified in SSR complete as specified and as directed.

S&F for in repair PVC valveless syphonic action type flushing cistern low level white with inlet ball valve,float end handle handle including bracket complete of capacity 10 litres, complete all as specified and directed.

demolition of concrete of any description and in position not otherwise specially provided for complete all as secified and directed.

M&L for cement concrete 75mm thick 1:3:6 type C-2, (40mm graded aggregate ) as in plinth protection finishing concrete surface fair and even with out using extra cement complete all as specified and as directed by Engr-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/manually means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in?charge

Add to item No. above for each additional 1.5 m or part thereof in depth beyond the first 1.5 m.

M&l Cement concrete in foundations, filling and mass concreteType B2 (1:2:4) using 40 mm graded stone agg complete.

M&L use and waste formwork to soffits of suspended slabs such as roof slabs , floor slabs , landings and similar works , not exceeding 200 mm thick ( horizontal or sloping ) including slab edges for rough finished surfaces of concrete complete all as specified and directed

M&L for use and waste Formwork to edges of concrete flats, treads, break in floors, window cills, concrete railing, opening in concrete walls, floor and roof n. exc 20cm wide and side of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide rough finished surfaces of concrete complete all as specified and directed .

M&L for reinforced cement concrete Nominal Mix (1:2:4) ( using 20 mm graded stone aggregate ) as in slab supported on walls ,beams, coumnns in floor , roof , landing complete all as specified and directed.

M&L for mild steel TMT bars ,10mm dia and over, cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed.

M&L for mild steel TMT bars 5 mm and over upto and including 10 mm dia , as in stirrups , spacers , and binders , cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

M&L for mild steel TMT 6 to 8mm dia cut to length bent to shape required including cranking etc and binding with MS wire (annealed) not less than 0.9mm dia complete all as directed by Engr-in-Charge

S&F for framed work such as grills gratings, etc, with ends of bars shouldered and or riveted , or forged into spikes, framed guard bars , barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe 290,E-165 , complete all as specified and directed.

M&L for rubble random rubble uncoursed, well bounded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed.

M&L of flush pointing to RR masonary walling brought upto course in CM (1:4) complete as directed.

M&L for cement concrete ( 1:2:4) type B-1 (20mm graded agrregate) in lintels upto 1.5m clear span, cills, stes, seimic and other similar bands, plinth course, string course, lacing cours, arapets and railings upto 60cm in height, coping, kneelers, apex stones, bed plates, kerbs, water througs and the like including wheathering slightly rounded or chamfered angle and throating complete all as specified and directed.

Soakage well excavation in any type of soil Foundation PCC 1:3:6 Walls of honey combed masonary with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM RCC cover slab in M25/ SFRC Cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.2MX 4.5M Effective Depth all as shown in Drg No. CEBZ/TD/78/2011 dated 01 Aug 2011, Seat No 1/2 & 2/2.

M/s Anjali Construction

GURU KIRTH BUILDERS

Babatia super works

M/S NIRMAL SINGH DHANJAL

M/s J.B. Construction