PROVN OF SUMP FOR STP AND CONNECTED WORKS AT AF STN ADAMPUR

Amount

Surface dressing not exceeding 15cm deep and getting out in soft / loose soil including clearing away all grass, vegitation, saplings, bushes, wood under growth and removing it to a distance not exceeding 50 metre, complete, all as specified.

Excavation in trenches in SOFT/LOOSE soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. and getting out complete, all as specified.

Excavation in trenches in SOFT/LOOSE soil not exceeding 1.50 metre wide and exceeding 1.50 metre and not exceeding 3.00 metre in depth; for foundation, etc. and getting out complete, all as specified.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 1.50 m upto 3.00 m, complete all as specified.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 3.00 m upto 4.50 m, complete all as specified.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 4.50 m upto 6.00 m, complete all as specified.

Earth work in excavation by mechanical means (Hydraulic excavator) 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 from 6.00 m upto 7.50 m, complete all as specified.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 7.50 m upto 9.00 m, complete all as specified.

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

Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified.

Removing excavated spoil to a distance exceeding 50 metre but not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified.

Removing excavated spoil to a distance exceeding 1000 metre but not exceeding 1500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified.

Use & waste of timbering as planking and strutting for excavations in shafts, wells, cesspits, manholes and pier holes n. exc. 1.5 meter deep as may be necessary and fixing & removal etc complete all as specified.

Use & waste of timbering as planking and strutting for excavations in shafts, wells, cesspits, manholes and pier holes exc 1.50 meter but n. exc. 3.0 meter deep as may be necessary and fixing & removal etc complete all as specified.

Use & waste of timbering as planking and strutting for excavations in shafts, wells, cesspits, manholes and pier holes exc 3.0 meter but n. exc. 5.0 meter deep as may be necessary and fixing & removal etc complete all as specified.

Use & waste of timbering as planking and strutting for excavations in shafts, wells, cesspits, manholes and pier holes exc 5.0 meter but n. exc. 7.0 meter deep as may be necessary and fixing & removal etc complete all as specified.

Use & waste of timbering as planking and strutting for excavations in shafts, wells, cesspits, manholes and pier holes exc 7.0 meter but n. exc. 9.0 meter deep as may be necessary and fixing & removal etc complete all as specified.

PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in filling & mass concrete, complete all as specified.

PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in filling & mass concrete, complete all as specified.

Cement concrete, type B-0 (1:2:4), using 12.5 mm graded stone aggregates as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified.

Pre-cast RCC type B-1 (1:2:4), using 20 mm graded stone aggregates landings, cover slabs (for manholes etc.), shelves and similar articles with plain faces including all mouldings but excluding frame, set in cement mortar (1:4) complete all as specified.

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified.

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates in walls / circular wall, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, and the like complete all as specified.

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified.

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates in columns, pillars, piers, posts and struts complete all as specified.

Reinforced cement concrete, M-30 design mix, using 20 mm graded stone aggregates aggregates as in spiral staircases (including landings) and the like complete all as specified.

Brick work using bricks as specified in PS-II clause 5.1, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:4), complete all as specified.

Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surfaces of concrete, complete all as specified.

Use & waste of formwork to faces of walls / circular wall, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter with rough finished surfaces of concrete, complete all as specified.

Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) with rough finished surfaces of concrete, complete all as specified.

Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions with rough finished surfaces of concrete, complete all as specified.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete, all as specified.

Galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperature 1.18 mm and fixed with tinned tacks or galvanized wire staples, all as specified.

Mild steel, plain, black sheet 1.60 mm thick in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, complete all as specified.

Framed mild steel work such as grills, grating etc. with ends of bars shouldered and or riveted or forged into spikes, framed guard bars, railings and similar work confirming to Fe-290-Gde E-165, complete all as specified.

Mild steel 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.

Mild steel TMT bars 6mm to 8 mm dia, 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.

Mild steel work as in joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) quality confirming to grade Fe-290-Gde E-165, complete all as specified.

Mild Steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., as door frames, and hanging; also fastening and fixing confirming to grade Fe-290-Gde E-165, complete all as specified.

Expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members of weight exceeding 4 kilogram/ sq. m but not exceeding 6 kilogram/ sq. m, complete all as specified.

Factory made steel windows with side hung shutter with glazng bars each shutter having 02 No. box type hinges & two nos. tower bolts of size not less than 150 mm size and peg stays, dovetailed or welded, including one shop coat of zink chromate primer complete.

Factory made steel windows with side hung shutter without glazng bars each shutter having 02 No. box type hinges & two nos. tower bolts of size not less than 150 mm size and peg stays, dovetailed or welded, including one shop coat of zink chromate primer complete.

NOTES APPLICABLE TO SERIAL ITEM NO. 42 & 43: (a) Profile section used under these items shall be 'P' tube as shown in drawing No. CE/AF/STD-170/07, CE/AF/STD-171/07 and CE/AF/STD-172/07 as applicable. (b) Cost of one shop coat of zink chromate primer shall be measured and paid for separately under respective item of painting.

25 mm thick, cement concrete type B-0, 1:2:4 using 12.5 mm graded stone aggregate, finished even & rough, as in sub floors, complete all as specified.

Non skid ceramic coloured tiles 7 to 8mm thick (square/ rectangular) area of each tile exc. 0.06 Sq.m but n. exc. 0.11 Sq.m, laid in floors etc, set and jointed in neat cement slurry and pointed with grout of matching shade of tiles, laid over and including 15 mm thick bedding layer in cement mortar (1:4), complete all as specified.

100 mm thick, cement concrete type D-2, 1:4:8 using 40 mm graded stone aggregate, finished even & rough, as in sub floors, complete all as specified.

Factory made PCC type A-1 chequered tiles, ISI marked (IS:13801), with grey cement & no pigment, 25 mm thick, of size 300 mm x 300 mm, in floors, set and jointed with grey cement slurry, over & including 15 mm thick cement mortar (1:4) screed, complete, all as specified.

Providing and laying at or near ground level factory made kerb stone and drainage channel of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. complete, all as specified.

80 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of shape approved by GE, made by table vibratory method using PU mould, laid in required pattern over and including 25mm thick compacted bed of coarse sand, compacting through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete.

Rendering 5 mm thick on fair faces of concrete surfaces, finished even and smooth on RCC surfaces of any description including ceiling in cement mortar (1:3), complete all as specified.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:6) complete all as specified.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:4), mixed with water proofing compound as per manufacturers instructions, complete all as specified.

Supply only water proofing compound, ISI marked, complete all as specified.

Three coats of white washing on new plastered ceiling surfaces, including preparation of surfaces, complete all as specified.

Prepration of new plasterd wall surfaces of any description complete all as specified and applying the following: - (a) Applying wall care putty, in two coats & smoothening the surfaces as specified. (preparatory to paint as directed). (b) Two coats of interior acrylic distemper over and including a coat of water based primer.

Prepration of new plasterd wall surfaces of any description complete all as specified and applying the following: - (a) Applying wall care putty, in two coats & smoothening the surfaces as specified. (preparatory to paint as directed). (b) Two coats of exterior acrylic emulson over and including a coat of water based exterior primer.

Plain sheet glass 4mm thick ordinary quality and glazing with oil putty or wooden beads in squares n. exc. 0.5 Sq.m in each pane complete all as specified.

Applying two coats of synthetic enamel paint over & including a coat of red oxide primer over new steel or iron surfaces of any description not other wise described over 10cm width or girth including preparation of surfaces, complete all as specified.

Applying two coats of aluminium paint over & including a coat of red oxide primer over new steel or iron surfaces of any description not other wise described over 10cm width or girth including preparation of surfaces, complete all as specified.

Vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm, ISI marked, white, with integral foot rests (excluding flushing cistern and flush pipe), IN REPLACEMENT, complete all as specified. MAKE: PRAYAG Cat No. 4055 or equivalent make mentioned in Appendix 'B'

PVC flushing cistern 10 litre capacity, syphonic action type, any shade, dual flush, ISI marked with flush pipe and all fixing acessories, IN REPAIRS, complete. MAKE: PRAYAG Cat No. 502 or equivalent make mentioned in Appendix 'B'

Cast iron soil, waste and vent pipes, spun type, 100 mm bore, ISI marked (IS:3989), in any length with or without ears, with cement joints, laid in trenches or in floors, IN REPAIRS, complete all as specified.

Cast iron bends (any radius), diminishing pieces or tapers (largrer bore measured) with oval acess door, suitable for 100 mm bore spun pipes, ISI marked, IN REPAIRS, complete all as specified.

Cast iron branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches suitable for Cast iron soil waste discharge pipes 100 mm bore, ISI marked, IN REPAIRS, complete all as specified.

100 mm bore cast iron sanitary connections short connections pipe of length upto 450 mm, IN REPAIRS, complete all as specified.

Cast iron 'P' or 'S' trap, ISI marked, suitable for 100 mm bore CI spun pipes, IN REPAIRS, complete all as specified.

uPVC pipes 110 mm external dia, type-B, ISI marked (IS:13592) single socketed in any length with or without rubber ring joints, fixed under floors/walls as SWR pipes, complete all as specified.

Concrete bed to drain pipes 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:3:6 type C-2, complete all as specified.

Concrete bed to drain pipes 200 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:3:6 type C-2, complete all as specified.

Concrete bed to drain pipes 300 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:3:6 type C-2, complete all as specified.

Concrete bed to uPVC pipes 110 mm bore including packing under, and completely surrounding pipes after they are laid and tested; in Cement concrete 1:3:6 type C-2, complete all as specified.

Reinforced concrete pipes 150 mm bore, class NP2, laid and jointed complete with collars, laid in trenches and jointed, ISI marked, complete all as specified.

Reinforced concrete pipes 200 mm bore, class NP2, laid and jointed complete with collars, laid in trenches and jointed, ISI marked, complete all as specified.

Reinforced concrete pipes 300 mm bore, class NP2, laid and jointed complete with collars, laid in trenches and jointed, ISI marked, complete all as specified.

Cutting into existing manholes for connecting new drains, of 150 mm bore 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-1, smooth finished, reforming benching as required, complete all as specified.

Cutting into roads including demolition of cement concrete(un-reinforced) of any description as in paths, pavings, bed of drains etc and removing the same, complete all as specified.

Demolition of cement concrete (unreinforced) in ground floors and pavings not excceding 15cm thickness (above or below ground level) all as specified

NOTES:- For sewage sump (6 Metre dia) with pump house refer drawing No.CEAF/ADM-WD/ST-255/12

Clean dry sand ( locally available) as cushioning for under ground cable 230 mm thick (one layer of 80 mm thickness before laying the cable and other layer of 150 mm thickness after laying the cable) complete all as specified. NOTE:- Punned down thickness (over all 180 mm) shall be considered for measurement and payment.

Bricks as specified in PS clause 5.1, laid flat and dry in trenches over the cable for protection as length perpendicular to the direction of cable adjacent to each other complete, all as specified.

Non clog submersible pump, pass with 40mm size particles, of discharge capacity 600 Litre Per Minute at 25 meter head, and including 3 phase, 50Hz, 415 Volts, suitable capacity electric motor of the same manufacturers, including MS adopter or reducer, tail piece, flange and all accessories for proper functioning of pumping set etc including installation, testing and commissioning complete.

PVC Insulated & PVC Sheathed submersible flat copper conductor cable 3 core of size 6 Sq.mm 3 core, suitable for working voltage 1100 Volts conforming to IS 694 including making connections to motor/starter, complete all as specfied.

Providing water proof cable joint to submersible cable of size 6 Sq.mm 3 core copper conductor, complete.

Steel tubes 40 mm bore ‘light grade’, galvanized with all fittings and fixed to poles/ walls/ under floors/ under road etc complete all as speciifed.

Ductile iron pipes, 150 mm bore, class K-9, centrifugaly cast, flanged ends, ISI marked in any length with & including rubber or fibre board gasket joints laid in trenches, ducts complete all as specified

DI specials/ fittings of any type, radius, angle, tapers, increasing, decreasing sockets, tees, tail pieces and collars etc complete.

Cutting the existing CI/DI pipes in position for inserting new pipe attachment/ tees or for making new branches etc. with joint & jointing material, including necessary excavation & earth work complete all as specified:-

150 mm bore

200 mm bore

Cast Iron Sluice valve 150 mm bore flanged Type, class PN 1.6, ISI marked (IS- 14846-2000) complete with stainless steel spindle flanged both ends drilled CI gate with brass ring and iron wheel handle complete all as specified with & including necessary flanged joints & jointing material,complete all as specified

Supply, laying, jointing & testing of LT XLPE insulated cable screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor conforming to IS-7098 (Part-I -1988) laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles complete all as specified of sectional area 16 Sq. mm, 4 core. NOTE: Excavation & earthwork will be measured & paid for separately under respective item of BoQ.

Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI strip 25x3 mm (upto the cross arms) by means of GI bolts/nuts/washers, protected by 40 mm bore GI medium grade pipe. Earth plate shall be surrounded by alternate layer of charcoal or coke and common salt 15 cm thick all around bottom and top. 20 mm bore GI light grade pipe for watering and including funnel, wire mesh, factory made PCC earthing pit chamber & cover including necessary excavation & earth work, all as specified & shown in electrical plate No. 5 of MES Schedule Part – I. NOTE:- (i) Factory made PCC pit chamber shall be provided at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) The unit rate includes earthing lead & protection pipe upto 7.5 metre from top of earth plate.

Construction of brick masonary valve pit of size 1000 x 1000 x 1000 mm with and including MS sheet cover fabricated from 3 mm thick MS sheet and frame of angle iron 40 mm x 40 mm x 5 mm with fixing arrangement hinges and locking arrangement and painting two coats of synthetic enamel paint over a coat of red oxide primer on MS cover and frame including necessary excavation and earth work in any type of soil, returning, filling in approved soil, disposal of surplus soil to a distance not exceeding 50 metre, 150 mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, brick work using pulverised fuel ash lime bricks in cement mortar 1:6, 15 mm plastering in cement mortar 1:4 both internally and externally, 100 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring complete all as specified.

LT panel board, outdoor type, CPRI approved all as specified in particular specifications of contract clause 19.13 including installation, commissioning & testing, comprising the following components/acessories:- (a) Multifunctional meter electronic with suitable CTs, showing Amp, Volt, PF, HZ and other parameter rating Amp upto 300A & volt upto 500V -01 Set. (b) LED indicating lamp for R,Yand B phases-01set (set of three) (c) Internal power & control wiring with suitable size PVC insulated multistranded copper wire (d) Copper bus bar of 100 Amp capacity, 4 strip mounted on porcelain insulators. (e) MCCB 4 pole, 415 volt, 63 Amp, 10 kA -01No. (Incomming) (f) MCB TPN, 32 Amp, 10 kA, 415 volt, C curve - 02 No.(Outgoing). (g) Automatic star delta starter 5 hp complete wiring with 1 nos contactors MNX 12 with 1 No overload relay, single phase preventor VSP-II, start stop push button with indicators, and digital Amp meter - 02 Set.

M/S GURBACHAN SINGH

J.K & Company

NEW GURBINDER INDUSTRIES

siddharthenterprises

AAR KAY BEE ENTERPRISES

ELECTRA ENGINEERS