Special repair/Renovation of Sub Health Centre at village Kamoda in District Kurukshetra (Under health Wellness Centre scheme). (Exculding EI)

Amount

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 a lead of 30 Mtrs. (HSR 6.6)

Excavation of trenches in street lanes or in open areas for sewer, running by gravity and man holes to full depth as shown in drawing in cluding shoring, timbering of the poling boards frame system type and removal of surplus soil from site of work, upto a lead of 1 km in ordinary soil for depth of excavation not excceding 3.00 mtrs below ground level. [HSR 6.10(a)].

Scraping white wash and colour wash (HSR 8.32) (a)

Cement concrete 1:8:16 with stone aggregate 20mm nominal size in foundatin & plinth (HSR 10.29)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)].

First class brick work laid in cement sand mortar 1:6 in foundation and plinth . (HSR 11.2)

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. Make:- Supreme, Finolex or Prince. [HSR 13.89].(a) 100 mm dia PVC pipe 6 kg. pressure.

12 mm thick cement Plaster 1:4. (HSR 15.5)

Providing two coats of exterior acrylic emulsion paint. 2nd Quality (HSR 16.79) (a)

Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (JK/Birla Make) (HSR 16.81)

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete 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 / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22 )

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR 28.50) (a) Filter media fine graded 1.5 mm to 3 mm 1 x 3.2 x 1.6 x 0.5 = 2.56 cum

Filter media course sand 3 mm to 6 mm 1 x 3.2 x 1.6 x 0.5 = 2.56 cum

Filter media course Bajri 6 mm to 20 mm 1 x 3.2 x 1.6 x 0.5 = 2.56 cum

(d) Filter media boulders 50 mm to 75 mm 1 x 3.2 x 1.6 x 1.0 = 5.12 cum

Constructing brick masonary inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cenent concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1mm thichk of neat cement RCC 1:2:4 slab 100 mm thick/c.C topping 50mm thick with 455mm x 455mm/455mmx610mm inide light duly C.I inspection chamber cover and frame weight as per ISI specification painted with 3 coats of black bitumastic superior paint complete as per standred design. (HSR 29.84) (a) Size 450 mm x 450 mm inside

Size 600 mm x 900 mm inside

Extra for over 0.30 metre depth of inspection chamber. (HSR 29.85) (a) 450 x 450 mm

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 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 satisfaction to the Engineer -in-charge. (a) 200 mm dia (RCC NP2). (HSR 29.93).

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (as approved by the Engineer-in-charge) EUROPEAN TYPE WATER CLOSET SUIT, SYPHONIC TYPE, consisting of- VITREOUS CHINA WARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). One Piece SEAT AND LIDIN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers,(to the approval of the Engineer-in-charge). COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. Single trap syphonic W.C. Suite (HSR 30.5) (a) (i)

Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the engineer-in-charge). Bib cock long body (HSR 30.75) (a)

Bib cock

Providing and fixing in position C.P. brass stop cocks (as approved by the Engineer- in-charge) 15 MM STOP COCK Concealed stop cock with flange (30.76) (a) (ii)

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : (DSR 18.11). 15 mm dia nominal bore (DSR 18.11.1)

20 mm dia nominal bore (DSR 18.11.2)

Providing & fixing PVC pipe (10kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading,Filter mesh etc. complete in all respects to the satisfaction engineer incharge. Make:- Supreme, Diplast or any reputed make as approved by Engineer-Charge. (i) 160 mm i/d (NS)

Boring for hand-pump in clay, fitting strainer and pipe (b) above 160 mm dia bore, but not exceeding 300 mm dia (i) from 0 to 100 meter. [N S].

The Jagat co op L and C Society ltd