PROVIDING IMPROVEMENT ACCESS TO WATER THROUGH HOUSE HOLD CONNECTIONS IN EXISTING WATER SUPPLY SCHEME BIROKE KHURD BLOCK BUDHLADA DISTT MANSA

Item Wise Description :

Carriage of Earth, Surkhi, sand, Fly Ash, bajri, ballast, stone boulders, kankar and building rubbish, Earth. Carriage of material excluding initial lead of 5 Km (a) Phillaur Sand (Av. Lead 167 Km) 0 to 167 km

Carriage of material excluding initial lead of 5 Km (b) Ghaghar Sand (Av. Lead 320 Km) 0 to 320 km

Carriage of material excluding initial lead of 5 Km (c) Bajri Sand (Av. Lead 320 Km) 0 to 320 km

Carriage of material excluding initial lead of 5 Km (d) Filter Media (Av. Lead 320 Km) 0 to 320 km

Carriage of Earth, Surkhi, sand, Fly Ash, bajri, ballast, stone boulders, kankar and building rubbish, Earth. 5.0 km

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.

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

Dismantling brick work tile, masonry or tile lining In cement

Dismantling concrete or precast concrete Cement concrete plain 1:2:4

Scraping Cement plaster

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

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 superstructure.

Reinforced cement concrete M-30 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 superstructure.

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

Conglomerate floor 40mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

12.5 mm thick cement plaster 1:2

Cement rendering on plaster 1mm thick

White wash (Three coat)

Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade

Applying pink primer on aluminum priming coat on wood work including prepration of surface knotting and stopping etc.

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.

Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position. panelled, glazed or glazed and panelled. 35 mm thick

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete.

Excavation manually 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.Earth work upto 1.5 m. Depth All classes of soil except rocky

Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with 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. Earth work unto 1.5 mtr depth for all classes of soil except rocky

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. and excavation of pipe line, minimum cover on pipe One meter (6kg/cm2 pressure), 63 mm o/d

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, 150mm i/d Sluice Valves

Providing and placing in horizontal layers filtering mei/d screened, washed and cleaned as described below :- Top layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source.

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun 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, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -2, 300 mm i/d

Non Schedule Items Taking out and washing filter media and placing the same after washing, cleaning in filter beds, (a) Top Layer :-- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00)

(b) Second Layer :-- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm

(c) Third Layer :-- Bajri screened, cleaned and washed and graded from 6mm to 20mm

(d) Fourth Layer :--- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm

(e) Bottom Layer :-- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm

Non Schedule Items Washing the false floor slabs with brushing & cleaning the cross drains etc. complete in all respects.

Non Schedule Items Providing & Fixing ISI Marked LED Bulb (Cool Day Light) complete.

Non Schedule Items Dismantling brick or flagged stone flooring without concrete base. (a) 63 mm

Non Schedule Items Providing house hold connection including laying, jointing, fixing testing below ground level MDPE pipe and above of ground level GI pipes (as approved by Engineer-In-Charge), including cost of excavation, Refilling, CI bib cock as per IS:210 with stainless steel spindle, 15mm i/d GI pipe 2.50 Mtr. & 15mm o/d MDPE pipe 2.00 Mtr. (length on average basis) 3" uPVC clamp, ISI marked G.M. Ferrule as per IS:2692 connection of 10mm i/d ferrule medium, specials such as tees, bends, sockets, elbow, nipples (100 mm & 150mm) Union Couplings, GI hooks, Dhagha Sephaida etc., cutting, threading, making hole in wall and testing in tranches in the ground all material should be of approved make (to the approval of Engineer-in-charge) complete in all respect including cost of carriage. (Ref. CSR item Nos. 28.1, 28.34 (a), 28.36 (a), 30.65 b (i). (i) Water Connection on Old pipe line

(ii) Water Connection on New pipe line

Non Schedule Items Provision for connecting the proposed pipe with existing pipe line any size including cost of excavation, bailing out water, uPVC T/ Bend/ Elbow/ Socket/ pipe piece / D-joint and Bailing out water etc. complete in all respect.

Non Schedule Items Providing, installing, testing & Commissioning one no. Electronically actuated, Diaphragm operated, Metering system, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6.0 Liters of Bleaching powder solution/ Sodium Hypo Solution per Hour under maximum delivery pressure up to 7 kg./ scum and suction lift not less than 1.5m as per DWSS standard specifications.

Non Schedule Items Painting of Sign Board at W/W Site

Non Schedule Items Credit of brick bats

DHARAMPAL CONTRACTOR