Project of Construction of New Ponds and Providing Canal Water to Various Ponds under Gurdaspur canal and ground water division, WRD, Punjab Gurdaspur

Amount

Jungle clearance.(26.23)

Earth work in excavation of foundation of structures as per including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. Mechanical means 21.1 (b(b))

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lineswith straight or open cutting in streets or open area 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, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.Exceeding 2.25 m depth upto 3 m Depth for All classes of soil except rocky (28.2)(c)(i)

Dressing bed and preparation of sub grade for lining.(19.1)

Dressing side slopes and preparation of sub grade for lining.(19.2)

Stone or Kankar block pitching:- On slopes of guide bandh and protection works(23.42) b

Grouting stone filling or pitching:- with mortar (23.45)

Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type (10.12)

Reinforced cement concrete M-25 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 (10.16)

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth (11.5) (Analysed)

12.5 mm thick cement plaster 1:2 cement sand mortar CSR 15.7

COMPACTION Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. 24.5 B(1)

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. 24.5 B(2)

Extra for rolling to specifications. 24.5 B(3)

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 19.19 (b)

Brick Lining 7.5 cm thick in 1:3 cement sand mortar overde including 12.5 mm thick base plaster 1:5 over dressed sub grade including laying, trenches and jointing of low density polyethlene on side slopes(19.21)(b)(1)

Laying brick on edge coping 550mm wide and 115mm thick in cement sand mortar 1:3(19.33)

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). 200 mm :-28.27(d)

Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 200 mm (analysed)

Providing, Laying, fixing & jointing of U.P.V.C pipes @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications 200 mm pipe(analysed)

LED Based SPV Street Lightening Systems 12 watt,75 SPV Module,12. 8V-30Ah, Lithium Ferro Phosphate Battery(>2000 cycles) 5Mtr Hot dippedGI Pole 76.1 mm OD,3.6MM THICK&38Kgweight (+10) 70 Micron Zinc coated

1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6 mm 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 0.30x0.30x0.75 m for each post complete as per technical clause 808 of MORT&H specifications.

Construction of masonry Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9m x 0.9m.

Supply & installation of flowmeter (mechanical type job, 200mm Dia).

THE DHARIWAL COOP LC SOCIETY LTD (BID ID -611861)