IMPROVEMENT TO SEWAGE LINES, MANHOLES, HARD STANDING, PATH, DRAINS ETC AT VARIOUS LOCATIONS INCLUDING TOPOGRAPHIC SURVEY AT 7 AFH KANPUR CANTT

Amount

Demolition and breaking up 150 mm bore dia and below drain pipe (salt glazed ware, AC or reinforced cement concrete) set in CM.complete all as specified and directed.

Demolition and breaking up 200 mm bore dia drain pipe (salt glazed ware, AC or reinforced cement concrete) set in CM.

Demolition and breaking up 300 mm bore dia drain pipe (salt glazed ware, AC or reinforced cement concrete) set in CM complete all as specified and directed.

Excavation in trenches n. exc 1.5 m wide & n.exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed.

All as per item No. 4 above but exc 1.5 mtr and not exc 3.0 mtr in depth complete all as specified and directed.

Excavation over area n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed.

Removing excavated material exc. 1.5 K.M.but n exc.5 K.M. and depositing where directed complete all as specified and directed

M&L for 150mm bore dia RCC pipe class NP2 laid and jointed in cement mortar with collars and tested complete all as specified and directed.

M&L for 200mm bore dia RCC pipe class NP2 laid and jointed in cement mortar with collars and tested complete all as specified and directed.

M&L for 300mm bore dia RCC pipe class NP2 laid and jointed in cement mortar with collars and tested complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes of 150mm bore dia including packing under and haunching against the sides of pipe after they are laid complete all as specified and directed ,

M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes of 200 mm bore dia including packing under and haunching against the sides of pipe after they are laid complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes of 300mm bore dia including packing under and haunching against the sides of pipe after they are laid complete all as specified and directed.

Taking down cement plaster including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed.

S & F in repair (SWR) gully trap 125/110mm setting and jointing with solvent cement complete all as specified and directed.

Demolition of brick masonary built in cement mortar including all quoins, arches, pillars etc and clearing off the premises complete all as specified and directed.

M&L for Brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in bricks using old size bricks on plane n.exc 6 mtr mean radius built in cement mortar 1:6 as in wall complete all as specified and directed.

M&L Brick work (except bricks) on plan n.exc 6 mtr mean radius built in cement mortar 1:6 as in wall et complete all as specified and directed. Note:- Old bricks obtained from item No 17 shall be reused after cleaning.

M&L for rendering 15mm thick on fair faces of concrete surfaces or brick work in CM (1:4) with neru finish complete all as specified and directed.

M&L for preparation of new plastered surfaces and applying two coat of cement based paint on plastered un-plastered surfaces of wall including one coat or primer complete all as specified and directed.

Demolition of PCC n. exc 15 cm thickness in floors, roofs or pavings and throwing debris at low lying area not exc 1 km complete all as specified and directed

M&L for glazed chequered cement concrete tiles 20 cmX20 cmX22 mm / 30 cmX30cmx20 mm, set in jointed with pigments to match the shade of tiles over and including screed bed 15 mm thick in CM 1:6 complete all as specified and directed.

M&L for cement concrete type C-2, 1:3:6 (using 40mm Graded Stone Aggregate), as in Surface Channels and Drains, etc, including use and waste of necessary Form Work, complete all as specified and as directed.

M&L for cement concrete 1:2:4 mix type B-1 (using 20 mm graded aggregate) as in coping/benching of manhole etc including necessary form work complete all as specified and directed.

M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

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

M&L for 100mm thick PCC 1:2:4 type B-2 (40mm graded stone aggregate) as in base course/hard standing finish even and smooth without using extra cement with construction joints complete all as specified and directed.

S&F in repair 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints laid in trenches or in floors, on walls complete all as specified and directed.

S&F in repair 75mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints laid in trenches or in floors, wallscomplete all as specified and directed.

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

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

S&F in repair for PVC (SWR) junction (single ‘T’) with / without access door for 110mm dia pipe complete all as specified and directed.

S&F in repair for PVC (SWR) junction (single ‘T’) with / without access door for 75mm dia pipe complete all as specified and directed.

S&F in repair for PVC (SWR) vent cowl suitable for 75mm dia PVC pipe complete all as specified and directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching and forming branch channel 91/1 round or 3/4 section ) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required in 150mm dia rendering, cutting out branch channel and making good in PCC (1:2:4) complete all as specified and directed.

Dismantling Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

S&F mild steel 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 con- forming to Fe.290.Gde-E-165 including necessary welding, drilling hole complete.

M&L for machine pressed precast concrete interlocking paver block 80 mm thick having laquer finish any shape and size confirming to IS 15658-2006, M-35 with grey cement and pigment complete all as specified including dismantling old interlocking paver block complete all as spfd and directed.

M&L for hard core of gauge not exceeding 63 mm of broken granite stone deposited spread and levelled in layers not exceeding 15 cm watered and rammed to true surface complete all as specified and directed.

M&L sand filling under floors or in foundation including watering, ramming and consolidation complete all as specified and directed.

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

M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.

S&F in repair Stack clamps made out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays, incl nut and bolts and securing ends of stay to wall or roof for 75/100 mm bore CI pipe.grouted in PCC 1:2:4 complete all as specified and directed.

Demolition of RCC of any description in any position not otherwise described including cutting reinforcement as required and removing the debries out of MD land complete all as specified and directed.

M&L for precast RCC (1:2:4) type B1 using 20 mm graded stone aggregate as in man hole cover slabs, set in cement mortar 1:6 (reinforcement shall be measured and paid separately) complete all as specified and directed.

M&L for TMT bars 10mm dia and over cut to length bent to shape required, including cranking, bending hooking etc & binding with mild steel binding steel wire (annealed) not less than 0.9mm dia conforming to Fe-410-S or Fe – 410-O complete all as specified and directed.

S&F factory made precast M-30 grade RCC plain/perforated drain covers having dimension 900mmx450mmx50mm of concrete reinforced with 8 mm dia TMT bar of Fe-500 grade at 150 mm c/c spacing both way with strong vibrating compaction by vibratory table complete all as specified and directed. Make:- Tulip/NTC

S&F factory made medium duty precast M-30 grade RCC manholes cover including frame confirming to IS 12592 having dimension 600mmx600mmx60mm of concrete reinforced with strong vibrating compaction by vibratory table complete all as specified and directed. Make:- Tulip/NTC

S&F factory made medium duty precast M-30 grade RCC manholes cover including frame confirming to IS 12592 having dia 500mm and 70 mm thick of concrete reinforced with strong vibrating compaction by vibratory table complete all as specified and directed. Make:- Tulip/NTC

Removal of waste material/ debris/ soil/garbage etc from hospital premises to outside of MOD land including lifting arrangement & making good of disturbed surfaces complete all as directed.

S&F in repair 100 mm bore dia cast iron bends (any radius) with duck's foot rest & oval access doors with cement joint, fixed on walls complete all as specified and directed.

S&F in repair 75 mm bore dia cast iron bends (any radius) with duck's foot rest & oval access doors, with cement joint, fixed on walls complete all as specified.

S & F in repair PVC (SWR) floor trap of 75 mm outlet plain with grating including jointing with solvent cement complete all as specified and directed.

S&F 100 mm bore dia cast iron pipes and vent pipes(sand cast), any length with or without ears with cement joint, fixed on walls including dismantling old CI pipes and removed from site, complete all as specified and directed.

S&F 75 mm bore dia cast iron pipes and vent pipes (sand cast), any length with or without ears with cement joint, fixed on walls including dismantling old CI pipes and removed from site complete all as specified and directed.

Constn of soakage well, excavation in any type of soil, foundation in PCC 1:3:6, wall of honeycombed , Brick masonary in CM 1:4, RCC 1:1.5:3 in cover slab, size of well 1.80 dia and 3.00m depth , including demolition of existing old unserviceable soakage well and filling soil to match surface with existing ground surface complete all as specified and shown on Drg No CE(AF)/NGP/2003/TD/43 Sheet 1/2 & 2/2) Note:- the rate of soil for filling in old U/S soakage well is included with this item.

Topographical survey of boundaries for proposed land (approx.80 acre ) Internal points measured-Spot Levels (NOT interpolated) each 10x10 m Contour-lines (Isolines) every 1m in flat or constant-slope areas and every 0.25m in irregular areas In nalla area spot level needs to be taken on the either side of the bund and bottom of the bund. The distance between bund at the top and bottom shall be shown in topography drawing. Survey base-points: Required at least 4-5 with clear pictures of the base-points and accurate UTM and geographical coordinates. Points taken in absolute-coordinates, referenced to Geographical North Provide complete detail of any stream (natural or man-made) including its all major and minor tributaries.Identification and details of following relevant objects:Surface bed-rocks. Overhead Electrical Lines: post position, diameter and height, and line path. Relevant trees throughout the perimeter (those that are a potential source of shadows) and within the plot. Feature points along the profiles shall be annotated. Culvert inverts, low chords, and roadway centerline elevations shall be shown on the profiles where they cross the drainage feature. Likewise, drainage feature elevations shall be annotated and plotted on profiles of roadways and transportation features.Existing wetlands, water-streams, natural drainage paths, etc., either dry or wet. Existing water, gas or electricity conduits, either underground or above surface.Any manmade Buildings within and adjacent to the plot boundaries. ( Topographical survey will be done for complete area (inside & outside area) of 7 AFH, Kanpur cantt. Note:-repair/replacement for any damage of existing cable/pipe lines/ sewage lines/hard standing etc will be born by contractor.

M/S MAA TARA TREATMENT PROJECT (BID ID -3280432)

GOPI CONSTRUSTION CO. (BID ID -3280309)

S DAYA SINGH (BID ID -3286608)