Prov. GWSS to harizen basti shahdhar

Amount

Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Cutting in earth work in all kind of soil such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.) Pick Work, Jumper Work, blasting work (patra cutting)

Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Prov.and laying cement concrete 1:5:10 (1Cement: 5Sand: 10 Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth complete within all leads and lifts as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:5:10(1cement : 5sand :10graded stone sagg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/wall, the size of plums shall usually be 150mm to 300mm as per HPPWD specification complete with in all leads and lifts as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1 : 1.5 :3 (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

In lintels,beams,girders,bressumers and centilevers up to floor to levelas per the direction & to the entire satisfaction of the Engineer-in-Charge..

Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work in :-

In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts.

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Columns,pillers,posts and struts,square,rectangular,polygonal and the like etc.

Edges of slab under 20 cm wide.

Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.

Precast concrete block masonry inpartitions walls 10 cm. thick with solidblocks of approved size i/c quion blockcloser etc. made of cement concrete1:3:6( 1cement : 3 sand : 6 graded stoneaggregate 40 mm nominal & down gau-ged) in CM 1:3 (1 cement : 3 Sand)

Providing & laying No fine concrete with cement concrete 1 : 6 ( 1 Cement : 6 graded stone agg.20mm nominal size)and curing complete excluding cost of form work in wall etc. complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing of MS manhole cover 60x60 cm with MS sheet 1.59mm thick i/c welding with angle iron complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Prov. & Fixing of SFRC manhole cover with frame 500mm dia (light duty). Total weight of frame and cover should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Constructing chamber 600x600x750 mm inside size for sluice valve,with CI surface box 350 mm X 550mm and 180 mm deep(inside) with chained lid & RCC top slab1:2:4( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete(1cement : 5sand :10graded stone sagg. 40mm nominal size) and inside plastering with cement motar 1:3(1cement : 3 sand) finished with a floating coat of neat cement including curing complete with 150mm thick RCC walls in c.conc.1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) complete with form work and reinforcement with 6mm bars not exceeding 150mm centres both ways & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing corrugated G.I. Sheet roofing fixed with galvanised iron J. or L. hooks bolts and nuts 8 mm diameter with bitumen and G.I. Limpet washers filled with white lead complete exculuding the cost of purlins refters and trusses.complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge..

0.63 mm thick G.I. sheet

Providing ridges or hips 60 cm. Over all in plain with galvanised iron G.I. Sheet fixed J or L hooks bolts and nuts 8 mm dia G.I. I impet and bitumen washers complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

0.63 mm thick G.I. sheet

Providing, Manufacturing, supplying and fixing of fencing panal of size 1.20x 1.20 Mtrs of Jali of 14 gauge having 25x25mm mesh with M.S. Angle 40x40x5 mm including cutting welding and painting with red oxide paint followed by a cost of metal enamel paint to good exterior glistering look and rendering smooth with hold fast made of M.S. Angle 40x40x5 mm 6 nos complete in all respect and as per the direction and entire satisfaction of the engineer in charge.

1.80mt.height fencing with 2.5mt with Angle iron post 50x50x5mm,2.50mt centre to centre with nine horizental lines and two diagonals of galvinised steel barbed wire) IS:278-1962 type-I) weighting 9.38kg per 100mt.(minimum) strained and fixed to post complete in all respect with CC 1:5:10 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Wire crate made of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) in all leads and lifts as per direction and to the entire satisfaction of Engineer- in-charge.

Wire crate made of GI wire filled with boulders with square cut facers against the wire (Boulder filling to be measured and paid for separately ) in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge (GI wire 4 mm thick corresponding to SWG-8, 15cmx15cm mesh) complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Prov. & fixing of M.S. compound gate as per standard design i,e M.S Steps,clamps,pintal clamps in cement concrete block (150X30X29)size. The weight of gate should not be less than 45kgs complete in all respect.within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and placing in horizental layers filtering media duly graded,screened washed and cleaned as per specified by the Engineer-in-Charge.

Top Layer:-

Fine sand(Eff.size 0.20mm to 0.40mm and uniformity Co-efficient 2.00 to3.00)

Second Layer:- Course sand 3mm to 6mm

Third Layer:- Bajri 6mm to 20mm

Fourth Layer:- Bajri 20mm to 25mm

Bottom Layer:-Broken stone 50mm to 75mm

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth i/c leveling upto with cement concrete 1:6:12,20mm nominal size at plinth level in:c.m.1:6(1cement:6sand)

Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4(1cement: 4sand) with in all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Providing woodwork in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. ( II nd clas deodar wood )

Providing and fixing panelled glazed or panneled and glazed shutters for doors windows and clear story windows including bright finished black enamelled iron butt hinges with necessary screws 2nd class deodar wood 40mm thick.

Pointing on square rubble coursed or uncoursed stone masonry with cement motar 1:3 (1cement : 3 sand)with in all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.(Flush Pointing)

Cement concrete flooring 1:2:4 (1cement:2 Sand: 4 graded stone agg. 20 mm nominal size ) laid in one layer finished with a floating coat of neat cement 40 mm thick as per direction & to the entire satisfaction of the Engineer-in-Charge.

15 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth smooth.complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. In cement mortar 1:3 (1 cement: 3 sand)

20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth smooth.complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. In cement mortar 1:3 (1 cement: 3 sand)

White washing with lime on undecerated wall surfaces (two coats) to give an even shade including thoroughly brooming the surfaces to remove all dirt,dust and other foreign matter.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer

Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thorougghly cleaning oil,grease,dirt and other foreign sand papering and knotting.Readymixed paint brushign with white lead for prining

Painting two coats(excluding priming coat )on new wood and wood based surfaces,with readymixed paint,brushign to give and even shade including cleaining of all dirt,dust and other foregn matter sand papering and stopping:-with white paint

Prov. Under layer for plinth production of 75mm thick ( unconsolidated) bed dry brick/ stone agg.40mm nominal size with rammed and consolidated and grouted with fine sand i/c preparation of ground.

Prov. Plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size)

Boulder filling behind the R/wall & B/wall complete in all respect with in all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Prov. And fixing aluminium anodised sliding doors bolts with screws etc. complete 300x16mm

Providing and fixing oxidized M.S. tower bolts (barrel tipe) with nuts and screws etc. complete

150mm x10mm

200mm x10mm

Providing and fixing aluminium handles anoeised of dyed to required shed and clours with the necessary screws etc. complete.

Laying, jointing and testing of GMS pipe as per IS:1239, in trenches of below mentioned diameter in a radam length of 5-6 mtr. and jointed with after every 100 meter joints flanged welds & remaining other corcumferencial Butt welded joints by electriccal arc. welding to required dia GMS pipe welded in requisite number of weld runs so as to achive the minium effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrode of 2.50 mm to 6.30 mm of Advani Oerlikon (Adore)- CITOJET / ESAB make, conforming to IS:814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer- In- Charge .(earth work in trenches to be measured and paid for separately)

GI pipe 65 mm dia (Flange Table-17 )

Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).

15 mm nominal diameter.

20mm nominal diameter.

25 mm nominal diameter.

32mm nominal diameter.

40mm nominal diameter.

50mm nominal diameter.

65mm nominal diameter.

80mm nominal diameter.

Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts.

15 mm diameter.

20 mm diameter.

25 mm diameter.

32 mm diameter.

40 mm diameter.

50 mm diameter.

65 mm diameter.

80 mm diameter.

Restoration of tarred surface in road to make its orginal condation in all respect.

Providing form work with odinary timber planking

Flat surfaces

Vartical Surface

Edges of slab.

Jia Lal Kapatia