Construction of Parking at Judicial Court Complex at Sangrur (Punjab)

Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications (CSR 24.7)

Providing, Laying & Compacting of Grading - II ( 63 - 45 mm gauge stone metal ) to W.B.M. Specifications without Screening (CSR 24.11 ii) (AC Slip No.9 @ 1482.69)

Providing, Laying & Compacting of Grading - III ( 53 - 22.4 mm gauge stone metal ) to W.B.M. Specifications without Screening (CSR 24.12 ii) (AC Slip No.9 @ 1475.88)

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge.

Precast Cement Concrete Kerbs Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation (CSR 6.6)

Cement concrete 1:8:16 with 40 mm gauge stone ballast using concrete mixer volumetric type

Reinforced cement cocrete M-20 using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in Fdn & plinth.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (CSR 9.1)

Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded.(CSR 10.28 )

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.

12.5 mm thick cement plaster 1:5 (CSR 15.10)

20mm thick cement plaster 1:5 in two coat work (CSR 15.21)

Preparation of plastered or concrete surface for painting including sand papering the surface using readymixed cement based wall putty by applying two coats to get reqiered finish complete.

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface.

Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm

Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts & nuts or screws or welding rod, complete fixed in position. (CSR 18.4)

Iron grated doors, including pintles hinges & arrangements.

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint.

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete CSR 18.18

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. (a) For roof truss, well curbs, plate girders etc. of any span for building bridges upto 15m span

Plate at bottom and at top

Pipes for Columns

Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (a) 0.50mm (+.05%) thick

Dismantling Reinforced cement concrete

Removing Doors and windows (steel or wood) with chowkats by making recesses in walls when the wall is not to be dismantled.

Door area 3sqm and below

Windows of area 3 sqm and below

Dismantling brick or flagged stone flooring including concrete base.

Credit of Brick Bats

Credit of Bricks

Steel Reinforcement

Credit of Door

Credit of Window

Street Light Controller (For Three Single Phase Circuits) with 3 Nos. Three Pole Power Contactors 40A, 1 no. aux. contactor 6 amp. (2NO+2NC) with coil voltage 220V AC, 3 Nos. MCB 2 Pole 40amp. (CCurve, 10kA) & petty material (Din rail, 2 Nos. 4 pole bakelite terminal strip 63A/ 440V AC, required nut bolts)

Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.250mm o/d pipe

CC 1:2:4 with stone ballast

Constructing brick masonry manhole in cement mortar 1:5 (1 cement :5 coarse sand) R.C.C. top si

ab 200cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 63.464 kg/per cum. Foundation concrete 1:4:8 mix(1 cement 4 coarse sand :8 graded stone aggregats 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with floaring coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggragate 20mm nominal size) finiched with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.

Inside size 75x120 cm and 120cm depth

Inside size 90x150 cm and 120cm depth

Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design

Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal

Dismantling:- Dismantling brick work tile, masonary or tile lining In Cement

450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal

Providing, Lowering of PVC Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) including cutting, jointing and testing complete as per specifications.

(160 mm ) o/d pipe of 6kg. /sqcm

Providing & lowering PVC strainer with etc. PVC Jali complete in 160mm o/d.

Supply & fixing PVC Moulded well cap having thread to fix on housing pipe complete in all respects. (b) 150 mm internal diameter

Supply & Fixing of MS Clamp of size 150mm x 12mm made out of MS flat 1.52m long, suitable to fit housing pipe including the cost Nut and bolt of suitable size complete in all respects.

Supplying at quarry site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore. The gravel should be free from, dust, dirt or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual Consumption)

Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. With 3D excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/ structures including watering dressing and disposal of surplus soils as directed upto 15 meter complete in all respect.

b) Cement concrete 1:8:16 with 40 mm gauge stone aggregate

First calss burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

12.5 mm thick cement plaster 1:4

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar confirming to IS : 1768 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement : 2 Sand : 4 stone aggragate) complete as per design.

Providing and fixing PVC Mesh Filter Slot size 3 mm

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below :- (CSR Item No. 28.51)

Broken Stone, screened cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry)

Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

Fine sand screened, cleaned and washed and graded (effective size 2.0 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source.

Drainage:- Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercapting drains and outfall drains storm water channels and other work contingent or incident thereto , by mecanical means (JCB or Hydraullc excavator) including manually dr

Provision for P/F of MS angle iron/MS sheet jail cover for protection of bore hole pit etc.

110 mm o/d PVC pipe of 4 kgf./ =

160 mm o/d PVC pipe of 4 kgf./ =

200 mm o/d PVC pipe of 4 kgf./ =

Construction Work

Excavation manually in trnches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade , cutting joint holes, refilling consolldation, watering, including the cost of dewatering of rain water, diversion for traffic, night signals, Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a)Earth work upto 1.5 m depth (i) All classes of soil except rocky

Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item).

Providing & Fixing of M.S.clamps including cement mortar in 1:4 for 110 mm o/d

P/F in position SS grating with frame of approved make ( to the approval of engineer in charge) complete in all aspects.

Top khura 0.6 mtr x 0.6 mtr for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:6.

Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. Through wall 22.86 cm thick

Electrical Services

GI PIPE POLES & BRACKETS:

GI PIPE POLES:

Supply and erection of G.I. pipe ‘A’ quality of suitable length and dia. confirming to IS:1239 (Part-I) 1979, including fixing up to a given depth below G/L, the hole of excavation about 30cm dia. and given depth to be filled in up to 15cm below G/L with 1:2:4 cement concrete including painting of pole with two coats of approved aluminium paint as required:-

G.I. Pipe Pole 6.1 metre Long, Dia. 80mm, Planting Depth 120cm with Pit Depth 135cm.

Supply and erection of G.I. Pipe 40mm dia. (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105º, the bracket should be fixed on the top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect as approved by the Engineer-in-charge at site:-

SINGLE ARM BRACKETS FOR GI PIPE POLE:

Single Arm Bracket 1 metre Long with G.I. Reducer 80mm x 40mm

G.I. EARTHING

Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-

GI Earth rod 20 mm dia., 3 mtr. Long

CEMENT CONCRETE MUFFS:

Making of cement concrete muff of overall size 450mmdia., suitable length (15cm below ground level) with 1:2:4 cement concrete mixture. The muff is to be made around the steel tubular pole/ GI pipe pole. The outer surface of the muff shall be finished with 1:2 cement plaster with two coats of white snowcem complete in all respect as approved and desired by the Engineer in-Charge at site:-

essing of bed,trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water,division of traffic, providing and fixing and maintenance of caution boards fencing night signals, watching etc.subsequent refilling , watering and dressing upto ground level for lead upto 15m and for all lifts including disposing surplus soils up to 15 metre complete in all respects.

Cement Concrete Muff of Overall Size 450mm dia., 60cm long

PVC INSULATED FR COPPER CONDUCTOR CABLES:

SMC Junction Box (Glass Fibre r

einforced polyester sheet moulding compound) confirm to IS:14772, inner dimensions 200mm x 140mm x 95mm with hinged water tight cover with locking arrangement

XLPE INSULATED UN-ARMOURED CABLES (LOOSE):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.)

Overall size 1.5sq.mm (48/0.20mm), 3Core

Overall size 16sq.mm (4Core) Un-armoured (Loose)

G.I. EARTHING:

MCCB's (MOULDED CASE CIRCUIT BREAKER):

Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 metre in length (including boring & refilling).

Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length)

Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader links and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:-

MCCB Four Pole 40amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting

MS SHEET ENCLOSURE FOR MCCB's:

Supply & Erection of indoor type MCCB enclosure of suitable size having provision for MCCB with extended rotary handle. The Enclosure shall be made from 14/16 SWG CRCA sheet, confirming to IS 8623/1977-82. The door should be double folded without edge and the gasket should be ‘S’ type puffed neutral rubber gasket for long life. The hinges of the door should be bolted type with double hole arrangement. The Enclosure door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. The Enclosure will be wall mounting type having provision for cable entry from bottom/top with cable glands etc. The sheet metal is sprayed with corrosion resistant etch primer. The finishing treatment shall be applicable with air drying paint (7/9 tank Powder coated process should present in company pemises) after necessary putty work:-

MS Sheet Enclosure having provision for MCCB 40-160Amp.with extended rotary handle (Approx. Size 500mm x 300mm x 200mm)

SHEET METAL BUS BAR CHAMBERS (COPPER STRIPS):

Supply and erection of sheet metal busbar chamber (factory fabricated) duly powder coated on existing surface with required 4Nos. of tin plated copper busbar strips of suitable length and crosssectional area mounted on DMC/ SMC moulds at sufficient distance, enclosure made of M.S. sheet 1.6mm thick with hinged cover and lock, fitted with dust excluding gaskets and secured with sufficient no. of cadmium plated iron screws and of given overall dimensions and to be fixed with G.I. bolts and nuts/rag bolts and nuts etc. complete with all accessories including connections with suitable size of thimbles, bonding to the existing earth and painting etc. as desired by the Engineer-in-charge at site:-

Bus Bar Chamber 63amp., 415volts Overall Dimensions (350mm x 450mm x 150mm) nominal

SHEET METAL CUBICAL PEDESTAL, TOWER STRUCTURES, HT & LT LINE ITEMS, MS CHANNELS, BRASS GLANDS, ALUMINIUM & COPPER THIMBLES:

CUBICAL PEDESTAL

Supply and erection of Sheet metal cubical pedestal made from 50mmx50mmx6mm thick MS angle iron frame with 5 sides welded & covered with MS sheet 2mm thick & front side hinged with 4" hinges & locking system with single/ double door openable placed on MS strip of size 12.5mm x 2.5mm thick welded with MS sheet, 4Nos. legs of 50mmx50mmx6mm thick MS angle iron each of 600mm long with MS sheet 100mmx100mmx6mm thick at the bottom end of the legs. Front door welded x-sectionally with MS flat 25mmx5mm. The front side with MS sheet each 75mm wide & a bend of 75mm width outwards & inwards on all sides with tappered top 200mm high and pedestal with 4 Nos. supporting members each of MS flat 50mmx6mm thick according to cubical size duly welded & complete pedestal to be painted with 1 coat of red oxide & 2 coats of paint & bonding to the existing earth. The Pedestal platform should be filled with 1:2:4 cement concrete mixture and erected 150mm high from the top of the cement concrete platform. The job is to be completed as approved by Engineer-in-charge:-

Cubical Size 1200mm high, 900mm wide and 350mm deep with platform dimensions 1000mm x 450mm x 450mm

TIMER:

Supply and erection of LED Street Light 45watt, Supply Voltage 140-270Volts AC supply, 50Hz ± 3% (including BIS Certified potted single diver with screen or laser printing logo LED driver) with pressure die cast or extruded aluminium housing with control gear (IP 66 protection), THD<10%, CRI minimum 70, High power LED (with wattage 1 to 5 Watt) with mandatory secondary lenses, toughened glass fitting, 4 KV SPD within driver and 10KV external SPD, Min IK07, efficacy of LED fixture minimum 120 lumens per watt, 5 year warranty including their drivers complete in all respects as approved and desired by the Engineer in-charge at site. LED Fittings as per specifications approved by Hon'ble Technical Advisor to Punjab Govt. vide Letter ION No:- AT/2021/GL/1410-1422 Dated:- 06.05.2021. Besides this the lighting fixtures manufacturers should have in house NABL accredited lab.

Supply and Erection of LED Post top 40/45 watt Opal Diffuser Supply Voltage 140-270Volts AC supply, 50Hz ± 3% (including BIS Certified potted single diver with screen or laser printing logo LED driver) with pressure die cast or extruded aluminium housing with control gear (IP 66 protection), THD<10%, CRI minimum 70, High power LED with wattage 1 to 5 Watt with mandatory secondary lenses, toughened glass fitting, 4 KV SPD within driver and 10KV external SPD, Min IK07, efficacy of LED fixture minimum 120 lumens per watt, 5 year warranty including their drivers complete in all respects as approved and desired by the Engineer in-charge at site. LED Fittings as per specifications approved by Hon'ble Technical Advisor to Punjab Govt. vide Letter ION No:- AT/2021/GL/1410-1422 Dated:- 06.05.2021. Besides this the lighting fixtures manufacturers should have in house NABL accredited lab.