Laying RCC NP2 of 600mm dia pipe line in the length of 2800 feet and construction of Permanent Pump House at RD. 5500-L Shergarh Minor in village Teek

Amount

Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonr, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres HSR item No. 6.6.

Earth work for excavation for pipe lines running under pressure in trenches and pits, in open area, where disposal of surplus earth is done alongwith the alignment icluding trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layer and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water diversion of traffice, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil without timbering and shoring upto 1.5 mtr. depath HSR item No.6.8 (a)

Providing & laying in position machine batched and mixed design Mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concerete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundtion and plinth (Note: Cement content considered in this item is @ 240 Kg./Cum) HSR item No.10.64 A&C Slip No.32 dated 11.11.2019

First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No.11.5.

First class brick work in CM 1:3 in super structure HSR item No.11.10

First class brick work laid in cement sand mortar 1:5 in foundation and Plinth HSR 11.3

12mm thick Cement Plaster 1:4 on walls HSR 15.5

Providing & laying in position machine batched and mixed design Mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concerete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in first storey upto 4 meters above plinth level (Note: Cement content considered in this item is @ 330 Kg./Cum) HSR item No. 10.73

12mm thick Cement plaster 1:3 on wall HSR Item No. 15.4.

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where not included in the compete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depth storeys/basements etc. . HSR item No. 18.22 and A & C SLIP No. CZC-5 dated 03.07.2009 and A & C SLIP No. CZC-24 dated 04.09.2018.

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 600 MM MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the stisfaction to the Engineer-in-Charge HSR item No.29.93

Centering and shuttering for slab culverts upto 3 metres span. HSR item No. 9.18 (a)

Applying 1mm thick of cement rendering on plaster in houdi HSR item No.15.75

Shuttering for faces of concrete foundation and foundation beam (vertical or battering) HSR item No. 9.13.

E/work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead 30 metre including breaking of clouds. HSR 6.2 (b) ( c) (i)

Cement.Conc. 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth. HSR 10.40

Drilling of bore hole of 10'' dia by machine including labour @600/- per mtr. (N.S)

Providing & lowering of well casting striver/screen 200mm dia UPVC (CS & CM) 10 Kg. pressure/cm2 (ISI Marked) specification as per IS 12818-2010 (N.S)

Providing & laying of well casting UPVC pipe 400mm dia (CS & CM) 6 Kg. pressure/cm2 (ISI Marked) specification as per IS 12818-2010 (N.S)

Providing & fixing 200 mm UPVC socket 10 KG (ISI Marked) specification as per IS 12818-2010

Jali,Rivet, brass, disco ,solvent & cap specification as per IS 12818-2010(N.S)

Supply and fixing of ss stainless steel wire screen 200 mmdia specification as per IS 8110:2019 (N.S) (N.S)

Providing and placing in Horizontal layer filtering media screened, washed and cleaned as described coarse sand & Graded (Top Layer) HSR No. 28.50 (b)

Layer of charcoal (N.S)

Providing and placing in Horizontal layer filtering media screened, washed and cleaned as described bajri and graded (3rd layer)HSR No. 28.50 (c)

Providing and placing in Horizontal layer filtering media screened, washed and cleaned as described Bajri (coarsed) (Bottom Layer) HSR No. 28.50 (d)

To evaluate the required sub soil strata and water table in the fields soil conservation report (N.S) @ Rs.11000/- for 5 no. recharge wells 1no. Borelog data will be obtained.

Six Side cross tee 200 mm dia (N.S.)

PVC reducer 400 mm x 200 mm dia N.S.

End Cup 400 mm dia N.S.

CC 1:4:8 with stone aggregate 20mm size in foundation & plinth HSR item No.10.36

RCC 1:1.5:3 with stone agg.20mm size for slab of roof HSR item No.10.82 + 10.95

RCC 1:1.5:3 with stone agg. 20mm size for lintel of door & windows & beam HSR item No.10.86+ 10.95

Tile treacing on roof with one layer of tile laid dry over a layer of mud mortar i/c grouting with cement sand mortar HSR item No.13.14

Conglomerate floor 40mm thick CC 1:2:4, 100mm thick CC 1:8:16 & 100mm thick sand filling. HSR item No.14.12

Providing & fixing chowkhat for door & windows of commercial hard wood such as hollock, champ etc. HSR item No.17.12

Providing & fixing kail wood door & window shutter parmolled/glazed 35mm thick. HSR item No.17.25

Providing & fixing G.I. shutter 0.80mm thick with 40x40x6mm angle iron frame with diagonal bricks etc. HSR item No. 18.16

Damp roof course 40mm thick CC 1:2:4 HSR item No.10.114

Cement pointing 1:2 deep variety on walls HSR item No.15.60

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. HSR item No. 31.36 Fan Point meduim

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. HSR item No. 31.36 Light point long

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. HSR item No. 31.36 3 Pin 5 Amp plug short

PVC insulated copper conductor wiring 1.6mm thick conduct pipe. HSR item No. 31.36 3 Pin 15 Amp plug long

Preparation of plaster surface for dry distemper HSR item No. 16.51

Distemper with dry distemper 2 coat on new work HSR item No.16.54

Providing and fixing girders HSR item No.18.1 (a)

Cost of alluminium fittings complete in all respect for door & windows HSR item No.17.72

Appliying pink primer on new wood work HSR item No.16.2

Painting two coat with ready mixed paint on new wood work. HSR item No.16.4

Planking of commercial hard wood such as hollock, champ etc. HSR item No.17.16

Finishing wall with exterior decorative covert based paint such as snowcem on new work two coats. HSR item No.16.61

Earth work excavation in filling under floor including braking of clods ramming of earth with avg. lead 495 mtr. HSR 6.2 (b) (c) (iii)

Dry brick on edge paving sand grounted over 50mm thick earth and mud paster. HSR item No. 14.20

Rain water pipe 100mm dia bore PVC pipe fixed with clamps screw Market Rate

Supply and fixing service cable 2 core aluminum 10mm size Market Rate

Supply and fixing sliding door bolt 300mm long HSR 17.83 (b) (i)

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