Aug. and rem. of GWSS G/O Villages sholi in GP Sholi Tehsil Nankhari Distt. Shimla HP

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.

Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge.

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.

Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 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 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with 15 % plum 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 1:4:8(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 (1Cement: 3Sand: 6Graded 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 : 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.

Arches upto floor two level

Providing and laying cement concrete 1 : 1 :2(1 cement :1 sand :2 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,footing,bases of columns and the like & mass concrete.

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 etc.

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.

Column , Pillers posts and struts

Edges of slab under 20 cm wide.

Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-

Arches upto 6.00 mts. Span

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 & 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 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 masonary in partition walls 10 cm thick with solid block od approval size i/c quion block closer etc. made od cement conc 1:3;6 ( 1 cement:3 sand:6 graded stone ) aggrete 40 mm nominal & down gauged ) in CM 1:3 ( 1 Cement :3 sand)

Providing & Placing in horozontal layers of filtering media duly graded, screened, washed & cleaned as specified by engineer-In-charge

Top Layer:- Fine sand (eff. Size 0.20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00

2nd layer:- Coarse sand 3 mm to 6 mm

Third layer:- Bazri 20 mm to 25 mm

Fourth Layer:- Bazri 6 mm to 20 mm

Bottom Layer:- Broken stone 50 mm

Square rubble masonry (uncoursed / polygonal / brought to courses) with hard stone of approved quality including levelling up with cement concrete 1:6 (1 cement: 6 sand ) in foundation and plinth

Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.

2nd. Class deodar wood.

Providing and /Fixing Pannelled & glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hings necessary screw 40 mm thick 2nd class deodar wood.

P/F wire gause shutters using MS wire gause of IS gause designation 85 G for doors windows clerestory windows I/c bright finished black enameled iron hings with necessary screws 30 mm thick 2nd class deodar wood.

15 mm thick cement plaster on fair side of brick,stone masonary convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80 mm girth in cm 1:6 (1 cement:6 sand)

20 mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level i/c arrises,internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth & finished even & smooth in C.M 1:3

Pointing on stone masonary with cement mortar 1:3 ( 1 cement : 3 Sand)

Cement concrete flooring 1:2:4 (1Cement:2Sand:4Graded stone agg.20mm nominal size) laid in one layer finished with a floating coat of neat cement. (40mm thick )

White washing with lime on undecorated wall surfaces two coats to give an even shade i/c thoroughly brooming the surface to remove all dirt,dust,mortar dust & other foreign matter.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surface to given an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters

Applying Priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other forgien matter

Painting two coats (excluding priming coat) on new wood on wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt dust and other foreign matters white paint.

Providing under layer for plinth protection 75 mm thick unconsolidated) bed dry brick/ stone aggregate 40 mm nominal size will rammed and consolidating and grouted with fine sand including preparation of ground

Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size)

Constructing course rubble hammer dressed "U" shape open surface drain with side wall 15x22 cm in cement mortar 1:6 (1 cement : 6 sand) and inside plastering with cement plaster 1:3 (1 cement : 3 sand) including earth work and 10 cm cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and finished with a floating coat of neat cement complete as per standard design

Providing /Fixing Anodized Aluminium sliding door bolts with nuts and screw complete

(300 mm x 16 mm)

Providing /Fixing Anodized Aluminium towers bolts barrel type with screw etc. complete

100mmx10mm

150 mm x10 mm

Providing /Fixing Anodized Aluminium handles with screws etc. complete

125 mm dia

100 mm dia

Providing & Fixing of SFRC MS manhole cover with frame 500mm dia ( Medium 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 for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete.1000 x 1000 x 1000 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways

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 & fixing C.I Ventilating pipe of 100 mm nominal size complete within all leads & lifits and to the entire satisfaction of the Engineer-in-Charge.(Lead cauked joints to be measured & paid for separtely).

Wire crate made of G.I wire filled with boulders with square cut faces against the wire.(wire crate to be measuresd and paid for separetely)

Wire crate made of G.I wire filled with boulders with square cut faces against the wire. (boulder filling to be measured and paid for separately) G.I. Wire 4mm thick to SWG-8 15cmX15cm mesh. corresponding

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 4 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 (50x50x6 mm) angle iron post ,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.

P/F compuond gate as per standard design i.e MS square pipe clamps, pintal sets with pin clamps in cement concrete block (150x30x29 ) size complete with second class deodar wood

Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge.

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.

20 mm nominal diameter.

25 mm nominal diameter.

32 mm nominal diameter.

40 mm nominal diameter.

50 mm nominal diameter.

65 mm nominal diameter.

80 mm nominal diameter.

100 mm nominal diameter.

125 mm nominal diameter.

150 mm nominal diameter.

Dismentalling of GI pipe of following nominal diameter 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.

20 mm nominal diameter.

25mm nominal diameter.

32 mm nominal diameter.

Relaying of GI pipe of following nominal diameter 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.

20 mm nominal diameter.

25mm nominal diameter.

32 mm nominal diameter.

Providing & Laying in trenches MSERW /MS tubes (L/M class ) tube fitting ( Earth work in trenches to be measured & paid for separatly

125 mm nominal diameter.

150 mm nominal diameter.

Prov. laying, Jointing and testing API Pipe i.e 5L (standard) of graded x-42 in trenches of below mentioned diameter in a radam length of 4-7 mtr, including anticorossive treatment, flanged joints at suitable reaches & remaining circumferencial butt welded joints by electrical arc welding to below mentioned dia , API pipe welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS: 816-1969 specifications by using welding electrodes of 2.50 mm to 6.30 mm of Advani orelikon ( Adore)- CITOJET / ESAB make, confirming to IS: 814-1991 at site of work complete in all respect including manual/ machinical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-charge ( The earth work in trenches , flanged joints at suitable reaches & circumferencial Butt welded joints by electrical arc welding to be measured and paid fo separately)

200 mm nominal diameter.

Providing, welding and fixing of M.S. flanges conforming to as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.

MS Flanges 50 mm dia for Table-5

MS Flanges 65 mm dia for Table-5

MS Flanges 100 mm dia for Table-5

MS Flanges 150 mm dia for Table-5

MS Flanges 200 mm dia for Table-6

Providing Circumferencial Butt Welded joints by electrical arc welding to following diameter GIPipe as per IS:3589 - 2001 of Grade Fe - 330 , having following wall thickness , welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816 -1969 specifications, by using welding electrodes 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 respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

But welded joints for GI pipe 50 mm dia

But welded joints for GI pipe 65 mm dia

But welded joints for GI pipe 100 mm dia

But welded joints for GI pipe 150 mm dia

But welded joints for GI pipe 200 mm dia

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

15 mm nominal diameter.

20 mm nominal diameter.

25 mm nominal diameter.

32 mm nominal diameter.

40 mm nominal diameter.

65 mm nominal diameter.

100 mm nominal diameter.

Providing & fixing Cast Steel Sluice valve ASA -300 complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)

150 mm nominal diameter.

200 mm nominal diameter.

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)

65 mm nominal diameter.

80 mm nominal diameter.

125 mm nominal diameter.

150 mm nominal diameter.

Dogra Construction Company Pvt Ltd