Construction of 5 No. Ponds under BML Division

Amount

Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 60 mtr.

Earthwork in excavation in foundation trenches etc in all kinds of soil where piock jumper work is not involved and noty exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 mtrs.

Dressing of Earth work ( NEW )

First class brick masonary with cement sand mortar 1:4 in foundation & plinth for crossing

12.5 mm thick cement plaster 1:4 for crossing

Cement Conc. 1:4:8 with Stone ballast 40mm gauge mixing by mechacanical means

Cement conc.1:2:4 with shingle mixing by mechacanical means

Cement conc.1:3:6 with stone ballast mixing by mechacanical means for crossing

Providing ,lowering precast concrete NP-2 plain end pipes & collar with reinforcement,in trenches to correct gradient & allignment ,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends & fixing collar with cement mortar 1:2 as per IS 458-2003" into trenches for all depths & laying out same to correct alignment, gradients, levels etc complete in all respect RCC pipe NP-2 450mm i/d pipe

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). Class PN-1 as per ISI 450mm i/d Sluice Valves flanged

Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI marked with the prior approval of Engineer-in- Charge) and laying the same in trenches to correct alignment and gradients,including cost of nut bolts and rubber insertion complete including all cartage 450mm i/d pipe lines laid complete

Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 1.5 cs including boundary road

1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications

Supply, installation, testing and commissioning of 1 No. of mechanical flowmeter 450mm diameter at existing canal water recharge sites in Punjab as per given specifications including the cost of fittingsuch as tail pieces, D joints, nut and bolts

Excavation mechanically in trenches 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 consolidation,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

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. for houdi

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. for houdi

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 415 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete.

10 mm thick plaster with cement mortar 1:4 on walls. for houdi

10 mm thick plaster with cement mortar 1:4 on bed for houdi

Centring & shuttering for concrete faces.

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910on12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mmandover all minimum length 263mm and width as 165mm with minimum 112mm space between protrutedlegshaving2mmtread ontop surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand 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 block1:2:4(1cement: 2sand: 4stone aggragate) complete as per design.

ADS CONSTRUCTION COMPANY (BID ID -614446)

GARG BUILDERS (BID ID -614116)

VISHAL CONTRACTOR (BID ID -614119)