Providing Improved access to water through Household Connection in existing Water Supply Scheme Tarpai Block Majitha Distt. Amritsar. UNDER JJM NABARD XXVI

Amount

Providing & Installing Testing & Commissioning of One No. Electrically driven Submersible Pumping set of reputed Make capable of delivering 459 LPM against a head of 59 mtr (reputed make) complete in all respects as per standard Specifications.

Replacement of Control Panel consisting of electric appliances such as automatic Star Delta Push Button or oil immersed Starter, Main Switch, VM, Ampere Meter, ELCB, Shunt Capacitor, Single Phase preventer, Indicating Lamps, Kit-Kat etc. (reputed make) complete in all respects as per standard Specifications.

Repair of Pump Chamber

Providing and fixing of Glass strips 4mm thick in floors

Conglomerate floor 50mm thick cement concrete rate 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling usinf mechanical mixture for mixing of materials.

12.5mm thick cement plaster 1:4

Painting two coats excluding priming coat with ready mixed paint in all shades on new wood work With special quality paint

White washing 3 coats inside of pump chamber complete in all respects

Finishing wall with exterior decorative cement based paint such as snowcem robbiacem etc. on old work in two or more coats to give even shade.

Supplying & fixing glass panes including special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area

RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge welded conduit pipe 20mm/ 25mm dia (1.6mm thick) ISI Marked recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts (socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3mm thick etc., PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1½" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-

Wiring fan point (Without fan box)

Wiring light point

Providing and fixing of ceiling fan of reputed make such as Crompton or equivalent

Providing and fixing of electric tube set of reputed make

Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete.

C.I Double air valve (Size 40mm)

REPAIR OF OHSR

Providing & Fixing OHSR Top Jali complete in all respects

Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) BClass including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing,cutting, threading Inside building complete. staircase (OHSR) (15 mm i/d)

Repair of Expansion joints Complete in all respects (110 mm i/d)

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 depthincluding dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directedwithin lead of 30 metres

Cement concrete 1:8:16 With stone aggregates 40mm gauge. (ii) mixing by mechanical means using concrete mixer volumetric type

First class Burnt Brick work laid in cement sand mortar 1:5 in foundation and plinth

12.5mm Thick cement plaster 1:4

Earth Filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cum layers including ramming, watering and consolidating upto 30 meters.

Loading and unloading of sand Qty. as per Sr. No. 5 – Sr. No. 1

Cement concrete 1:8:16 With stone aggregates 40mm gauge

Conglomerate floor 40mm cement concrete topping 1:2:4

Finishing wall with exterior decorative cement based paint such as snowcem robbiacem etc. on new work in two coats to give even shade.

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 - in – charge) Class PN-1 as per ISI

80 mm i/d Sluice Valves flanged

110 mm i/d Sluice Valves flanged

Repair of Sluice Valve Complete in all respects.(100 mm i/d)

REPAIR OF DEVELOPMENT OF WATER WORKS

Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing.

Providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard Drawing D-8 & (as per Analysis A-6).

Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing.

Construction of foot paths with masonry toe wall& earth filling & concrete topping; inside water works as per standard drawing D-10 & Analysis of Rates A-11 complete in all respects.

Providing & fixing MS Sign board including painting & printing complete as per standard size of DWSS complete in all respects.

Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-3.

Construction of masonry gate pillar including cost of MS Steel gate size 1.22 m x 1.37 m as per standard drawing D-4 & Analysis A-6 complete in all respect

Providing & Installing Testing & Commissioning of One No. Electrically driven diaphragm opreated metering system chemical dosing chlorinator suitable for for delivering 0.5 to 6 liters of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg/cm2 and suction left not less than 1.5 mtr., as per DWSS standard specifations.

Minor Repair & replacement of pipe associated with repair complete in all respects (90 mm pvc pipe)

Minor Repair & replacement of pipe associated with repair complete in all respects (110 mm pvc pipe)

Providing,Fixing and testing at site automatic electronic type water level indication system with gun metal float sensor and electrical cable suitable for three phase pump submersible/monoblock to be fixed on existing panel for OHSR complete in all respect.

Providing and fixing in position CI Bib Cock(tap)(15 mm i/d)as per IS:210 with stainless steel spindle of approved make and Fixng of Nozzle to contro flow of water(to the approval of Enginer-in-charge Complete in all respect

Providing proposed water connections to household up to wall with providing ,laying, jointing, fixing, testing MDPE pipe line 15 mm i/d = 2.00 mtr(Below GL) and ISI Marked G.I. Pipe 15 mm i/d (As per IS 1239) B-Class approved make = 2.50 mtr (Above GL) including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground and ISI marked 15 mm i/d GM Ferrule as per IS:2692 and 3" i/d clamp with CI Bib Cock 15 mm i/d as per IS:210 with stainless steel spindle of approved make as per CSR 30.65(b) complete in all respects. (Connection at Existing pipe line) 36 (Connection at New pipe line) 71

Providing and laying, jointing, fixing, testing ISI Marked G.l. Pipe {as per IS 1239) B- Class inciuding cost of Specials such as tees, bends, sockets elbow etc. cutting, threading and testing in trenches in the ground complete.

G.I pipe 50mm i/d

Providing, Laying , fixing & jointing of P.V.C. Pipes including specials 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 gradients, cutting, jointing and testing complete as per specifications . (Mechanically Excavation and Including specials)

PVC Pipe 90 mm o/d pipe of 6 Kgf. / sqcm

PVC Pipe 160 mm o/d pipe of 6 Kgf. / sqcm

Providing, Laying , fixing & jointing of P.V.C. Pipes including specials 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 gradients, cutting, jointing and testing complete as per specifications (Manual Excavation and Including specials)

PVC Pipe 90 mm o/d pipe of 6 Kgf. / sqcm

Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.

Dismantling and restoration of Cement Concrete Flooring comlete in all respects.

Providing house service connections on GI PIPE for House hold compete in all respect. (Connection at New G.I pipe line)

Cost of Carriage of Sand & bajri (For Item No 5.4, 5.5, 5.6, 5.7 & OHSR Plinth Protection)

CONDITIONS :-

Item for which no rate or price has been entered in will not be paid for the Employer when execut6ed and shall be deemed covered by the other rates and prices in the Bill of Quantities.

Unit rates and prices shall be quated by the bidder in indian ruppees.

Where there is a discrepancy between the rate in figures and words, the rates in words will govern.

Where there is a discrepancy between the rate and the line total resulting from muluplying the unit rate by quantity the unit rate quoted shall govern.

Any item of work not included in the above contract schedule of rates and got done at the site of work; the same will be paid according to CSR-2010 subject to the premium or discount tendered by the contractor. In the case of non-schedule items, the decision of the Engineer-in-charge will be final and binding upon the contractor. In case any item which is a part of lump-sum rate is be deducted @CSR rates + Ceiling premium prevailing on the date of tender

The work will be carried out in accordance with PWD Book of specifications - 1963 edition with upto date amendments.

Approximate quantities are given in the contract schedule of rates and these can vary at the time of execution of the work. The payment will be made according to the actual work done by the contractor.

All amendments issued on the common schedule of rates 2010. up to the date of opening of tenders will be applicable on the contract schedule of rates.

Contractor should clearly quote his rates in figures & words. Conditional tender will be rejected.

All items and rates provided in the DNIT are subject to the footnotes give in CSR-2010

The Engineer-in-charge will have full powers to change the layout of the work covered in this contract if considered necessary.

No claim will be entertained form the contractor in case, any mistake in description rates or unit occurs in any item taken in this schedule while preparing this DNIT or on account of typing or comparison or over writing. The same will be rectified at any time as per common schedule of rates 2010 along with upto date amendments.

The arrangements of bricks at site of work would be done by the contractor at his own level from his own source.

For any other non-schedule items, the contractor will submit through Engineer-in-charge, the analysis of rates in triplicate based on purchased vouchers. A margin of 10% shall be allowed for material components and 21.5% on labour components and contractor shall produce photo stat copies of the purchase vouchers in support of his claim. The decision of the Engineer-in-charge/Competent authority in the matter shall be final and binding on the contractor.

All the extra items will be got approved from the competent authority and no premium will be allowed on non schedule item

Pavement for the carriage of material shall be paid as per the rates quoted by the tenderer.

Time period allowed for completion of work in 3 months.

If contractor allowed for completion of work within 7 days from the date of allotment, DWSS reserve the right to impose penalty or withdraw the work and propose action for debarring in future tendering or both; decision of Chief Engineer (North) shall be binding.