Providing and Installing of Centralized Sodium Hypochlorite Storage Facility including FRP Tank of capacity of 10000 Ltr and all other works contingent thereto at Water Supply Scheme Gehri Mandi Block Jandiala Guru District Amritsar

Amount

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Dressing of earth work :-

New work or remodeling work.

Earth filling under floors with surplus soil containing more than 40% taking outside the premises in 15 cm layers including ramming watering and consolidated lead upto 1000 metres

Cement concrete 1:6:12 With stone aggregate 40mm gauge 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

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

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

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position.

For roof trusses, well curbs, plates and trussed girders, etc. of any span for buildings and bridges up to 15 m span.And also including 4 Nos. MS poles of 100 mm Dia. Height upto Roof Truss

Providing and Fixing fibre sheet including nut bolts, etc.

Providing and Fixing Sintex FRP Storage tank of 10000 ltr. capacity, supporting saddle including carriage, installation of accessories etc.

Providing and Fixing safety shower including accessories etc.

Providing evaporation tank of size 0.6m x 0.6m at base and 1.8m x 1.8m at GL with 10mm thick acid or alkaline resistant tiles

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 and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

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

Cement concrete 1:2:4 With stone ballast or shingle 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 2x{(1.80+0.23)+(0.60+0.23)}/2 =1.43 x 1.65

12.5mm thick cement plaster 1:5 Base internal side

Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer‐in‐ Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarse sand). Base internal side

Providing, Laying , fixing & jointing of P.V.C. Pipes 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. 90 mm dia @ 6kgf/cm2) (Manual) (upto evaporated tank)

Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarse sand).

Conglomerate floor 50mm thick cement concrete ratio 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing for material.

RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:

Wiring light point in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5 sq. mm, 1100volts grade.

Providing & fixing Fire Hydrants with jointing including all carriages complete. (without Fire Hydrant surface box) Size 80mm complete in all respect.

C.I Fire Hydrants Stand Post Type IS-908

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

Providing and fixing Flow meter of size 50 mm complete

Providing and fixing Level Gauge for Tank complete

Providing and fixing Precaution Boards Flex complete

Providing & fixing MS gate including gate pillar, corner pillar, CC pole & barbed wire complete in al respects. (As per attached analysis)

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 D-6 & 8.

Providing & Fixing PCC Fencing Poles With 6' height, 3" x 3" Top & 4" x 3" Base provided with 3 nos. hooks complete in all respects

Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-7.

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 1.22mtr x 1.37 mtr as per standard Drawing with including D-4 & Analysis A-4 complete in all respects

Providing Ramp and earth filling inside in Sodium hypochlorite plant complete in all respects. (As per attached Analysis)

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated lead upto 1000 metres. 1). 5m X 5m X 0.60m

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

CC 1:6:12 with 40mm gauge stone aggregate using concrete mixture volumetric type

Cement Conncrete 1:2:4 using concrete mixture volumetric type

Supply & erection of LED Street Light 45 watt with pressure die cast aluminium housing with control gear (with IP65/IP66 protection) toughened glass fitting surge protection 10KV and efficacy of LED texture minimum 100 lumens per watt complete in all repects as approved and desired by the engineer in-charge at site LED Fitting as per circular issued by Hon. Tech. Adviser to CM punjab Letter no. ATPB/20/GI Dated 30/11/2017. Make Havell ENDURAPEARLNEOEL45WLED757SASYTOPC / Wipro LR02-501-XXX-57-GI / Jaguar LSTO1S045XC / CROMPTION LSTP-45CDL. (As per Analysis attacted)

GI PIPE POLES & BRACKETS: SINGLE/ DOUBLE/ TRIPLE/ FOUR/ SIX ARMS BRACKET FOR STEEL TUBULAR POLE:

Supply and erection of G.I. Pipe 50mm dia. (Medium) Single/ Double/ Triple arm bracket of suitable length welded with MS canopy 80mm inner dia., outer dia 89.5mm (Medium), 450mm long suitable for 3 stepped steel tubular swaged and welded pole with top outer section dia. 76.1mm. The MS canopy should have 3no. holes for fixing the bracket at the top end of the pole with the help of 3Nos. ½" x 1½" size nut bolt fully threaded. The bracket should have MS sheet (1.62mm thick) ring of 89.5mm dia. for covering the top end of the canopy. The MS canopy and GI bracket should be welded at tentative angle 105º (105 degree) inclination with MS sheet 5mm thick triangular in shape having dimensions 225/300/375mm x 150mm x 5mm thick (225mm for 1.5m, 300mm for 2m & 375mm for 2.5m long bracket) with two coats of an approved aluminium paint as desired by Engineer-in-charge at site:-

Single Arm Bracket 1.5 metre Long for Steel Tubular Pole (7 to 8m)

Extra Carriage of Bajri (Course Agrregate) Payable upto lead 110 Km

Extra Carriage of Sand (Fine Aggregate) Payable upto lead 110 Km

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

Unit rates and prices shall be quoted by the bidder in Indian rupee.

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 unit rate and the line item total resulting from multiplying 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-2020 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 not executed at site, the amount of the same shall 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 2020. 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 given in CSR-2020.

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 from 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 2020 along with up to date amendments.

The arrangement 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 the 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 items.

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